oofem Namespace Reference

Classes
class	AdditiveManufacturingProblem
class	DepositedHeatSource
class	FreeConstantSurfaceLoad
class	VoxelVOFField
class	ActiveBoundaryCondition
class	ActiveDof
class	VectorAssembler
class	MatrixAssembler
class	InternalForceAssembler
class	ExternalForceAssembler
class	ReferenceForceAssembler
class	LumpedMassVectorAssembler
class	InertiaForceAssembler
class	MatrixProductAssembler
class	TangentAssembler
class	MassMatrixAssembler
class	EffectiveTangentAssembler
class	BCTracker
class	BodyLoad
class	BoundaryCondition
class	BoundaryLoad
class	EdgeLoad
class	SurfaceLoad
class	CalculatorFunction
class	CylindricalALM
class	ClassFactory
class	MPIBuffer
class	CommunicationBuffer
class	StaticCommunicationBuffer
class	CommunicatorBuff
class	Communicator
class	CompCol
class	SharedBoundaryEntity
class	ConnectivityTable
class	ConstantEdgeLoad
class	ConstantFunction
class	ConstantSurfaceLoad
class	Vector
class	AABB
	Axis-aligned bounding box. More...
class	ContactBoundaryCondition
	Base class for contact boundary conditions. More...
class	ContactElement
class	ContactPair
	Represents a contact interaction between a master and a slave contact point. More...
class	ContactPoint
	Represents a discrete contact point used in contact mechanics formulations. More...
class	FEContactPoint
class	FEContactPoint_Slave
class	FEContactPoint_Master
class	ContactSearchAlgorithm
	Abstract base class for contact search algorithms. More...
class	ContactSearchAlgorithm_Surface2FESurface
class	ContactSearchAlgorithm_Surface2FESurface_3d
class	ContactSearchAlgorithm_Surface2FESurface_2d
struct	Bound
class	ContactSearchAlgorithm_Surface2FESurface_3d_SweepAndPrune
	Contact search algorithm based on the sweep-and-prune strategy. More...
class	ContactSurface
	Abstract base class for all contact surfaces. More...
class	FEContactSurface
	Abstract representation of a finite element contact surface. More...
class	ContextIOERR
class	ConvergenceException
class	CrossSection
class	DataReader
class	DataStream
class	FileDataStream
class	DeadWeight
class	Dictionary
class	Dof
class	DofManager
class	DofManValueField
class	Domain
class	DomainTransactionManager
class	DummyCrossSection
class	DummyEngngModel
class	DummySpatialLocalizer
class	DummyMaterial
class	DynamicDataReader
class	DynamicInputRecord
class	DynamicRelaxationSolver
class	CommunicationPacket
class	CommunicationPacketPool
class	DynamicCommunicationBuffer
class	EigenVectorPrimaryField
class	Element
class	ElementDofManager
class	ElementSide
class	EIPrimaryUnknownMapperInterface
class	EIPrimaryUnknownMapper
class	EmptyCS
class	EngngModelContext
class	EngngModel
class	EntityRenumberingFunctor
class	SpecificEntityRenumberingFunctor
	Derived template class. More...
class	MapBasedEntityRenumberingFunctor
	Renumbering functor based on provided maps. More...
struct	EnumData
struct	EnumTraits
class	RuntimeException
class	ErrorCheckingRule
class	NodeErrorCheckingRule
	Checks a node value. More...
class	ElementErrorCheckingRule
	Checks an element value. More...
class	InternalElementDofManErrorCheckingRule
	Checks an internal element dofman value. More...
class	BeamElementErrorCheckingRule
	Checks a beam element value (in terms of end forces and and-displacements). More...
class	ReactionErrorCheckingRule
	Checks a reaction force value. More...
class	LoadLevelErrorCheckingRule
	Checks a reaction force value. More...
class	EigenValueErrorCheckingRule
	Checks eigen value. More...
class	TimeCheckingRule
	Checks a reaction force value. More...
class	ErrorCheckingExportModule
class	ErrorEstimator
class	ExportModule
class	ExportModuleManager
class	ExportRegion
	Stores all neccessary data (of a region) in a VTKPiece so it can be exported later. More...
class	ExpressionField
class	FEI1dHermite
class	FEI1dLin
class	FEI1dQuad
class	FEI2dLineConst
class	FEI2dLineHermite
class	FEI2dLineLin
class	FEI2dLineQuad
class	FEI2dQuadBiQuad
class	FEI2dQuadConst
class	FEI2dQuadLin
class	FEI2dQuadLinAxi
class	FEI2dQuadQuad
class	FEI2dQuadQuadAxi
class	FEI2dTrConst
class	FEI2dTrLin
class	FEI2dTrLinAxi
class	FEI2dTrQuad
class	FEI3dHexaConst
class	FEI3dHexaLin
class	FEI3dHexaQuad
class	FEI3dHexaTriQuad
class	FEI3dLineLin
class	FEI3dQuadLin
class	FEI3dTetLin
class	FEI3dTetQuad
class	FEI3dTrLin
class	FEI3dTrQuad
class	FEI3dWedgeLin
class	FEI3dWedgeQuad
class	FloatArrayF
class	FloatMatrixF
class	FEICellGeometry
class	FEIVoidCellGeometry
class	FEIElementGeometryWrapper
class	FEIElementDeformedGeometryWrapper
class	FEIVertexListGeometryWrapper
class	FEInterpolation
class	DummyFEInterpolation
class	FEInterpolation1d
class	FEInterpolation2d
class	FEInterpolation3d
class	FEMComponent
class	Field
class	FieldManager
class	FloatArray
class	FloatMatrix
class	FailureCriteriaStatus
class	FailureCriteria
class	DamagedNeighborLayeredStatus
class	DamagedNeighborLayered
class	FailureModuleElementInterface
class	FractureManager
class	FreemInterface
class	FunctionArgument
class	Function
class	GaussIntegrationRule
class	GaussPoint
class	GeneralBoundaryCondition
class	GeneralSlaveNode
class	BasicGeometry
class	Line
class	Triangle
class	Circle
class	PolygonLine
class	PointSwarm
class	Vertex
class	Polygon
class	Graph
class	GT_Exception
class	GJacobi
class	GPExportModule
class	Grid
class	HangingNode
class	Heap
class	HeavisideTimeFunction
class	HOMExportModule
class	Homogenize
class	BSplineInterpolation
class	NURBSInterpolation
class	TSplineInterpolation
class	FEIIGAElementGeometryWrapper
class	IGAIntegrationElement
class	IGAElement
class	IGATSplineElement
class	DiagPreconditioner
class	DynCompCol
class	DynCompRow
class	CompCol_ICPreconditioner
class	CompRow_ILUPreconditioner
class	CompCol_ILUPreconditioner
class	IMLSolver
class	Preconditioner
class	VoidPreconditioner
class	InitialCondition
class	InitModule
class	InitModuleManager
class	InputRecord
class	InputException
class	MissingKeywordInputException
class	BadFormatInputException
class	ValueInputException
class	ComponentInputException
class	IntArray
class	IntArrayF
class	IntegrationPointStatus
class	IntegrationRule
class	Interface
class	InterpolatingFuction
class	InterpolationCatalogueType
class	InternalVariableField
class	InverseIteration
class	LatticeDirichletCouplingNode
class	LatticeNeumannCouplingNode
class	LDLTFactorization
class	LinearConstraintBC
class	LinearEdgeLoad
class	LineSearchNM
class	Load
class	LoadBalancerMonitor
class	LoadBalancer
class	LobattoIntegrationRule
class	LocalGaussianRandomFunction
class	Logger
class	MaskedPrimaryField
class	MasterDof
class	Material
class	MaterialInterface
class	MaterialModelMapperInterface
class	MaterialMappingAlgorithm
struct	EnumData< ENUM_TYPE >
class	mem_fun
class	c_fun
class	MatlabExportModule
class	MaterialStatusMapperInterface
class	MaterialStatus
class	MesherInterface
class	MeshQualityErrorEstimator
class	MetaStep
class	MixedGradientPressureBC
class	MixedGradientPressureDirichlet
class	MixedGradientPressureNeumann
class	MixedGradientPressureWeakPeriodic
class	MKLPardisoSolver
class	MMAClosestIPTransfer
class	MMAContainingElementProjection
class	MMALeastSquareProjection
class	MMAShapeFunctProjection
class	ModuleManager
class	Monitor
class	DummyMonitor
class	MonitorManager
class	NeumannMomentLoad
class	NodalAveragingRecoveryModel
class	NodalAveragingRecoveryModelInterface
class	NodalLoad
class	NodalRecoveryModel
class	Node
class	NonlocalBarrier
struct	localIntegrationRecord
class	NonlocalMaterialStatusExtensionInterface
class	NonlocalMaterialExtensionInterface
class	NonlocalMaterialWTP
class	NonlocalMaterialStiffnessInterface
class	NRSolver
class	NumericalMethod
class	OctantRec
class	OctreeSpatialLocalizer
class	OctreeSpatialLocalizerT
class	BoundingBox
class	OctantRecT
class	LocalInsertionData
class	SL_Insertion_Functor
class	SL_Evaluation_Functor
class	oofegGraphicContext
class	OOFEM_Terminate
	OOFEM terminate exception class. More...
class	OOFEMTXTDataReader
class	OOFEMTXTInputRecord
class	OutputExportModule
class	OutputManager
class	Pair
class	ParallelContext
class	ParallelOrdering
class	Natural2GlobalOrdering
class	Natural2LocalOrdering
class	ParameterManager
class	ParamKey
class	PardisoProjectOrgSolver
class	ParmetisLoadBalancer
class	Parser
class	PeakFunction
class	PeriodicPiecewiseLinFunction
class	PetscSolver
class	PetscSparseMtrx
class	PiecewiseLinFunction
class	PointLoad
class	PrescribedGradient
class	PrescribedGradientBCNeumann
class	PrescribedGradientBCPeriodic
class	TracSegArray
class	PrescribedGradientBCWeak
class	ArcPosSortFunction
class	ArcPosSortFunction3
class	ArcPosSortFunction4
class	PrescribedGradientBCWeakDirichlet
class	PrescribedGradientBCWeakPeriodic
class	PrescribedGradientHomogenization
class	PrescribedGradientWeakQuadTetNodalForce
class	PrescribedMean
class	EIPrimaryFieldInterface
class	PrimaryField
class	PrimaryUnknownMapper
class	ProblemCommunicator
class	NodeCommunicator
class	ElementCommunicator
class	ProblemSequence
class	ProcessCommunicatorBuff
class	ProcessCommunicator
class	PulseFunction
class	PythonExpression
class	PythonField
class	qcNode
class	RandomMaterialStatusExtensionInterface
class	RandomMaterialExtensionInterface
class	Range
class	Reinforcement
class	RemeshingCriteria
class	RigidArmNode
class	RowColumn
class	ScalarFunction
class	Set
class	SimpleSlaveDof
class	Skyline
class	SkylineUnsym
class	SlaveDof
class	SlaveNode
class	SLEPcSolver
class	SloanGraph
class	SloanNodalDegreeOrderingCrit
class	SloanGraphNode
class	SloanLevelStructure
class	SmoothedNodalInternalVariableField
struct	SurfaceDataStruct
struct	modeStruct
class	SolutionbasedShapeFunction
class	SolutionStatusExportModule
class	SparseGeneralEigenValueSystemNM
class	SparseLinearSystemNM
class	SparseMtrx
class	SparseNonLinearSystemNM
class	SpatialLocalizerInterface
class	SpatialLocalizer
class	SpoolesSolver
class	SpoolesSparseMtrx
class	SPRNodalRecoveryModel
class	SPRNodalRecoveryModelInterface
class	StaggeredProblem
class	CustomEquationNumbering
class	DofGrouping
class	StaggeredSolver
class	StepFunction
class	Subdivision
class	SubspaceIteration
class	SuperLUSolver
class	SurfaceTensionBoundaryCondition
class	SymCompCol
class	T3DInterface
class	Targe2Interface
class	Tensor1_3d
class	Tensor2_3d
class	Tensor2sym_3d
class	Tensor4_3d
class	Timer
class	EngngModelTimer
class	TimeStep
class	TimeStepController
class	TimeStepReductionStrategy
class	NoReductionStrategy
class	SimpleReductionStrategy
class	Tokenizer
class	TopologyDescription
struct	Triangle_PSLG
class	TriangleMesherInterface
class	UniformGridField
class	UnknownNumberingScheme
class	EModelDefaultEquationNumbering
class	EModelDefaultPrescribedEquationNumbering
class	DofIDEquationNumbering
class	UnstructuredGridField
class	UserDefDirichletBC
class	UsrDefBoundaryLoad
class	VTKBaseExportModule
class	VTKExportModule
class	VTKHDF5ExportModule
class	VTKHDF5Reader
class	VTKMemoryExportModule
class	VTKPFEMXMLExportModule
class	VTKXMLXFemExportModule
class	VTKXMLExportModule
class	VTKXMLExportModuleElementInterface
class	VTKXMLLatticeExportModule
class	VTKXMLPeriodicExportModule
class	WallClockLoadBalancerMonitor
class	WeakPeriodicBoundaryCondition
class	Delaunay
class	DirectEI
struct	EfInput
class	EnrichmentFront
class	EnrFrontCohesiveBranchFuncOneEl
class	EnrFrontDoNothing
class	EnrFrontExtend
class	EnrFrontIntersection
class	EnrFrontLinearBranchFuncOneEl
class	EnrFrontLinearBranchFuncRadius
class	EnrFrontReduceFront
class	EnrichmentFunction
class	DiscontinuousFunction
class	HeavisideFunction
class	LinElBranchFunction
class	CohesiveBranchFunction
class	RampFunction
class	EnrichmentItem
class	GeometryBasedEI
class	HybridEI
class	Inclusion
class	DiscontinuousSegmentIntegrationRule
class	ListBasedEI
class	NucleationCriterion
class	PatchIntegrationRule
class	PropagationLaw
class	PLDoNothing
class	PLCrackPrescribedDir
class	PLnodeRadius
class	TipInfo
struct	TipPropagation
class	XFEMDebugTools
class	XfemElementInterface
class	XfemManager
class	XfemTolerances
class	XMLDataReader
struct	Tokens
class	XMLInputRecord
class	ZZNodalRecoveryModel
class	ZZNodalRecoveryModelInterface
class	NumberOfNodalPrescribedTractionPressureAssembler
	Implementation for assembling external forces vectors in standard monolithic FE-problems. More...
class	IntermediateConvectionDiffusionAssembler
	Implementation for assembling external forces vectors in standard monolithic FE-problems. More...
class	PrescribedVelocityRhsAssembler
	Implementation for assembling external forces vectors in standard monolithic FE-problems. More...
class	DensityPrescribedTractionPressureAssembler
	Implementation for assembling external forces vectors in standard monolithic FE-problems. More...
class	DensityRhsAssembler
	Implementation for assembling external forces vectors in standard monolithic FE-problems. More...
class	CorrectionRhsAssembler
	Implementation for assembling external forces vectors in standard monolithic FE-problems. More...
class	PressureLhsAssembler
	Callback class for assembling CBS pressure matrices. More...
class	VelocityEquationNumbering
class	PressureEquationNumbering
class	CBS
class	CBSElement
class	FastMarchingMethod
class	FluidCrossSection
class	FluidMaterialEvaluator
class	FluidModel
class	FMElement
class	Hexa21Stokes
class	LEPlicElementInterface
class	LEPlic
class	LevelSetPCSElementInterface
class	LevelSetPCS
class	Line2BoundaryElement
class	BinghamFluidMaterial2Status
class	BinghamFluidMaterial2
class	FE2FluidMaterialStatus
class	FE2FluidMaterial
class	FluidDynamicMaterialStatus
class	FluidDynamicMaterial
class	NewtonianFluidMaterial
class	NonlinearFluidMaterialStatus
class	NonlinearFluidMaterial
class	TwoFluidMaterial
class	TwoFluidMaterialStatus
class	DelaunayTriangle
class	DelaunayTriangulator
class	Edge2D
class	AlphaEdge2D
class	FluidStructureProblem
class	InteractionBoundaryCondition
class	InteractionLoad
class	InteractionPFEMParticle
class	InsertNode
class	InsertTriangleBasedOnCircumcircle
class	ClosestNode
class	ElementCircumCirclesContainingNode
class	PFEMPressureRhsAssembler
class	PFEMCorrectionRhsAssembler
class	PFEMLaplaceVelocityAssembler
class	PFEMMassVelocityAssembler
class	PFEMPressureLaplacianAssembler
class	PFEM
class	PFEMElement
class	PFEMElement2d
class	PressureNumberingScheme
class	VelocityNumberingScheme
class	AuxVelocityNumberingScheme
class	PFEMParticle
class	TR1_2D_PFEM
class	Quad10_2D_SUPG
class	StokesFlow
class	StokesFlowVelocityHomogenization
class	SUPGInternalForceAssembler
class	SUPGTangentAssembler
class	SUPG
class	SUPGElement
class	SUPGElement2
class	Tet1_3D_SUPG
class	Tet1BubbleStokes
class	Tet21Stokes
class	TR1_2D_CBS
class	TR1_2D_SUPG
class	TR1_2D_SUPG2
class	TR1_2D_SUPG2_AXI
class	TR1_2D_SUPG_AXI
class	Tr1BubbleStokes
class	TR21_2D_SUPG
class	Tr21Stokes
class	TractionPressureBC
class	ScalarAdvectionLhsAssembler
class	ScalarAdvectionRhsAssembler
class	ClonedDofManager
class	DGProblem
class	Integral
	Class representing weak form integral. More...
class	Variable
class	Term
	Class representing a weak form expression to be evaluated (integrated). It defines two key methods: More...
class	MPMSymbolicTerm
class	MPElement
	Base class for elements based on mp (multi-physics) concept. More...
class	UPLhsAssembler
class	UPResidualAssembler
class	TMLhsAssembler
class	TMResidualAssembler
class	MPMProblem
class	StationaryMPMSProblem
class	PoissonTerm
class	PoissonElement
class	CellTypeUnifiedInterpolation
	CellTypeUnifiedInterpolation represent unification of interpolations of the same type (linear, quadratic) defined for specific elements set of cell types to work on set of different cell types. More...
class	ConstantInterpolation
class	LinearInterpolation
class	QuadraticInterpolation
class	BTSigmaTerm2
class	NTfTerm
class	TestProblem
class	Q1Element
class	L1Element
class	SADGElement
	Base class for Discontinuous Galerkin scalar advection elements. More...
class	SADGBoundaryElement
class	SADGBLine1
	1D Line linear Element for Discontinuous Galerkin scalar advection More...
class	BTSigTerm
	A Linear momentum balance equation term ($B^T\sigma(u)$). More...
class	gNTfTerm
	A continuity equation term ($Hp=(\grad N_p)^T f(p)$, where $f=\bf{k}/\mu \grad p$. More...
class	BTamNTerm
	A continuity equation term $Qp=(B)^T \alpha\bf{m}N_p$. More...
class	NTamTBTerm
	A continuity equation term $Q^T(du\over dt)=(N)^T \alpha\bf{m}^TB du\over dt$. More...
class	NTcN
	A continuity equation compressibility matrix $S=(N_p)^T c\ N_p$, where $c=({\alpha-n}\over{K_s}+{n}\over{K_w})$. More...
class	NTfFunctor
	An external flux functor. More...
class	BoundaryFluxFunctor
class	BodyFluxFunctor
class	NTf_Surface
	A external flux term $S=(N)^T f$, where $f$ is functor evaluating the flux. More...
class	NTf_Edge
	A external flux term $S=(N)^T f$, where $f$ is functor evaluating the flux. More...
class	NTf_Body
	A external flux term $S=(N)^T f$, where $f$ is functor evaluating the flux. More...
class	NTBdivTerm
	Fluid mass balance term ($N_p u_{i,i} = N_p^T\delta\B$). More...
class	deltaBTfiNpTerm
	evaluates ∫_Ω▒〖P 〖δv〗_(i,i) ϕdΩ〗 More...
class	NdTdvfNpTerm
	evalueates ∫_Ω▒〖N_d^T ∅_(,i) N_p dΩ〖 r〗_p More...
class	BTmuBTerm
	evalueates ∫_Ω▒〖μ(v_(i,j)+v_(j,i) ) 〖δv〗_(i,j) dΩ〗 More...
class	BTmuVfBTerm
	evalueates ∫_Ω▒〖μ∅(〗 u ̇_(i,j)+u ̇_(j,i))〖δv〗_(i,j) dΩ More...
class	NTmuVfSNTerm
	evalueates ∫_Ω▒〖〖δv〗_i∅μS_ij^(-1) v_j dΩ+ 〗 More...
class	deltaBTNpTerm
	evaluates ∫_Ω▒(δB)^T N_p dΩ More...
class	TMBTSigTerm
	A Linear momentum balance equation term ($B^T\sigma(u)$). More...
class	BDalphaPiTerm
	momentum balance term (lhs only) (\int (\partial N)^T D (-\alpha\Pi)) More...
class	TMgNTfTerm
class	BTdSigmadT
	evaluates lhs of ∫(𝐵𝑢)𝑇(𝑑𝜎(𝜀,𝑇)/𝑑𝑇) More...
class	NTaTmTe
	evaluates flux due to convection BC ∫(Nt)a(T-Te)ds, Te being external temperature and a being convective heat transfer coefficient More...
class	InternalTMFluxSourceTerm
class	NTN
	Advection problem mass matrix $S=(N)^T N$. More...
class	dnTaN
	A advection equation term $T=(\grad N)^T N$. More...
class	TMElement
	Base class for fully coupled, nonlinear thermo mechanical elements. More...
class	TMBrick11
	3D Equal order linear Brick TS Element More...
class	TMSimpleMaterial
class	UPElement
	Base class for (3D) UP elements. More...
class	UPTetra21
	3D Tetrahedra element with quadratic interpolation for displacements, linear interpolation for pressure More...
class	UPSimpleMaterial
class	StructuralContactElement
class	StructuralContactElement_QuadLin
class	StructuralContactElement_TrLin
class	StructuralContactElement_LineLin
class	StructuralFEContactSurface
class	StructuralPenaltyContactBoundaryCondition
class	FiberedCrossSection
class	FiberedCrossSectionInterface
class	LatticeCrossSection
class	LayeredCrossSection
class	LayeredCrossSectionInterface
class	LayeredIntegrationRule
class	SimpleCrossSection
class	StructuralCrossSection
class	StructuralInterfaceCrossSection
class	VariableCrossSection
class	WarpingCrossSection
class	PrescribedGenStrainShell7
class	LSpace
class	LSpaceBB
class	LTRSpace
class	LTRSpaceBoundary
class	LTRSpaceBoundaryBeam
class	LTRSpaceBoundaryMembrane
class	LTRSpaceBoundaryPlate
class	LTRSpaceBoundaryTruss
class	LTRSpaceBoundaryVoigt
class	LWedge
class	MacroLSpace
class	Q27Space
class	QSpace
class	QTRSpace
class	QWedge
class	Space3dStructuralElementEvaluator
class	AbaqusUserElement
class	Axisymm3d
class	L4Axisymm
class	Q4Axisymm
class	QTruss1d
class	Truss1d
class	Truss2d
class	Truss3d
class	Truss3dnl
class	Truss3dnl2
class	Beam2d
class	Beam3d
class	BeamBaseElement
class	LIBeam2d
class	LIBeam2dNL
class	LIBeam3d
class	LIBeam3d2
class	LIBeam3dBoundary
class	LIBeam3dBoundaryBeam
class	LIBeam3dBoundaryMembrane
class	LIBeam3dBoundaryPlate
class	LIBeam3dBoundaryTruss
class	LIBeam3dBoundaryVoigt
class	LIBeam3dNL
class	LIBeam3dNL2
class	CoupledFieldsElement
class	GradDpElement
class	QSpaceGradDamage
class	QTRSpaceGradDamage
class	QWedgeGradDamage
class	QTruss1dGradDamage
class	Truss1dGradDamage
class	GradientDamageElement
class	QPlaneStrainGradDamage
class	QTrPlaneStrainGradDamage
class	Quad1PlaneStrainGradDamage
class	PlaneStressGradDamage
class	QPlaneStressGradDamage
class	QTrPlaneStressGradDamage
class	TrPlaneStressGradDamage
class	HTSelement
class	BsplinePlaneStressElement
class	NURBSPlaneStressElement
class	TSplinePlaneStressElement
class	NURBSSpace3dElement
class	BondLink3d
class	BondLink3dBoundary
class	CohesiveSurface3d
class	InterfaceElem2dLin
class	InterfaceElem2dQuad
class	InterfaceElement3dTrLin
class	InterfaceElem1d
class	IntElLine1
class	IntElLine1IntPen
class	IntElLine1PhF
class	IntElLine2
class	IntElLine2IntPen
class	IntElPoint
class	IntElSurfQuad1
class	IntElSurfTr1
class	StructuralInterfaceElement
class	StructuralInterfaceElementPhF
class	Lattice2d
class	Lattice2dBoundary
class	Lattice3d
class	Lattice3dBoundary
class	Lattice3dBoundaryTruss
class	LatticeBeam3d
class	LatticeBeam3dBoundary
class	LatticeLink3d
class	LatticeLink3dBoundary
class	LatticeStructuralElement
class	LineDistributedSpring
class	LumpedMassElement
class	BaseMixedPressureElement
class	QTrPlaneStrainP1
class	Quad1PlaneStrainP1
class	NLStructuralElement
class	NodalSpringElement
class	PhaseFieldElement
class	QPlaneStrain
class	QPlaneStrainGrad
class	QTrPlaneStrain
class	Quad1PlaneStrain
class	TrPlaneStrain
class	BasicElement
class	BasicElementQuad
class	LinQuad3DPlaneStress
class	PlaneStressStructuralElementEvaluator
class	PlaneStress2d
class	PlaneStressPhF2d
class	PlaneStress2dXfem
class	Q9PlaneStress2d
class	QPlaneStress2d
class	QPlaneStressPhF2d
class	QPlaneStress2dSlip
class	QTrPlaneStress2dXFEM
class	QTrPlaneStress2d
class	QTrPlaneStress2dSlip
class	TrPlanestressRotAllman
class	TrPlanestressRotAllman3d
class	TrPlaneStrRot
class	TrPlaneStrRot3d
class	TrPlaneStress2d
class	TrPlaneStress2dXFEM
class	CCTPlate
class	DKTPlate
class	DKTPlate3d
class	QDKTPlate
class	Quad1Mindlin
class	Quad1PlateSubSoil
class	Quad2PlateSubSoil
class	CCTPlate3d
class	MITC4Shell
class	Quad1MindlinShell3D
class	RerShell
class	Shell7Base
class	Shell7BaseXFEM
class	SolidShell
class	Tr2Shell7
class	Tr2Shell7XFEM
class	TR_SHELL01
class	TR_SHELL02
class	TR_SHELL11
class	SpringElement
class	Structural2DElement
class	PlaneStressElement
class	PlaneStrainElement
class	AxisymElement
class	Structural3DElement
class	StructuralElement
class	StructuralElementEvaluator
class	tet21ghostsolid
class	Tria1PlateSubSoil
class	Tria2PlateSubSoil
class	Tr_Warp
class	AdaptiveLinearStatic
class	AdaptiveNonLinearStatic
class	DEIDynamic
class	DIIDynamic
class	EigenValueDynamic
class	FreeWarping
class	IncrementalLinearStatic
class	LinearStability
class	LinearStatic
class	NlDEIDynamic
class	NonLinearDynamic
class	NonLinearStatic
class	Pdelta
class	QClinearStatic
class	StaticStructural
class	LastEquilibratedInternalForceAssembler
class	LinearizedDilationForceAssembler
class	InitialStressMatrixAssembler
class	LumpedInitialStressMatrixAssembler
class	StructuralEngngModel
class	StructuralMaterialEvaluator
class	XfemSolverInterface
class	CombinedZZSIErrorEstimator
class	CombinedZZSIRemeshingCriteria
class	DirectErrorIndicatorRC
class	HuertaErrorEstimator
class	HuertaErrorEstimatorInterface
class	HuertaRemeshingCriteria
class	ScalarErrorIndicator
class	ZZErrorEstimator
class	ZZErrorEstimatorInterface
class	ZZRemeshingCriteria
class	CrackExportModule
class	DofManExportModule
class	GnuplotExportModule
class	POIExportModule
class	FETIBoundaryDofManager
class	FETICommunicator
class	FETISolver
class	GPInitModule
class	IntElLine1PF
class	ConstantPressureLoad
class	ExternalTemperatureFieldLoad
class	RotatingBoundary
class	StructuralEigenstrainLoad
class	StructuralTemperatureLoad
class	TF1
class	UserDefinedTemperatureField
class	PrimaryVariableMapper
class	LSPrimaryVariableMapper
class	IsotropicAsymmetric1DMaterial
class	AbaqusUserMaterial
class	AbaqusUserMaterialStatus
class	AnisotropicDamageMaterialStatus
class	AnisotropicDamageMaterial
class	AnisotropicLinearElasticMaterial
class	TrabBone3DStatus
class	TrabBone3D
class	TrabBoneEmbedStatus
class	TrabBoneEmbed
class	TrabBoneGrad3DStatus
class	TrabBoneGrad3D
class	TrabBoneMaterialStatus
class	TrabBoneMaterial
class	TrabBoneNLStatus
class	TrabBoneNL
class	TrabBoneNL3DStatus
class	TrabBoneNL3D
class	TrabBoneNLEmbedStatus
class	TrabBoneNLEmbed
class	CompoDamageMatStatus
class	CompoDamageMat
class	Concrete2MaterialStatus
class	Concrete2
class	Concrete3
class	ConcreteDPMStatus
class	ConcreteDPM
class	ConcreteDPM2Status
class	ConcreteDPM2
class	ConcreteFCMStatus
class	ConcreteFCM
class	ConcreteFCMViscoElasticStatus
class	ConcreteFCMViscoElastic
class	FRCFCMStatus
class	FRCFCM
class	FRCFCMNLStatus
class	FRCFCMNL
class	IsotropicDamageMaterial1Status
class	IsotropicDamageMaterial1
class	IsotropicGradientDamageMaterial
class	IsotropicGradientDamageMaterialStatus
class	IDNLMaterialStatus
class	IDNLMaterial
class	MazarsMaterialStatus
class	MazarsMaterial
class	MazarsNLMaterialStatus
class	MazarsNLMaterial
class	MPlasticMaterial2Status
class	MPlasticMaterial2
class	DeformationTheoryMaterial
class	DruckerPragerCutMat
class	DruckerPragerPlasticitySMStatus
class	DruckerPragerPlasticitySM
class	DustMaterialStatus
class	DustMaterial
class	FCMMaterialStatus
class	FCMMaterial
class	GradientDamageMaterialExtensionInterface
class	GradientDamageMaterialStatusExtensionInterface
class	BaseHyperElasticMaterial
class	BlatzKoMaterial
class	HyperelasticMaterial1d
class	MooneyRivlinCompressibleMaterial
class	OgdenCompressibleMaterial
class	SimoPisterMaterial
class	BondCEBMaterialStatus
class	BondCEBMaterial
class	CohesiveInterfaceMaterial
class	IsoInterfaceDamageMaterialStatus
class	IsoInterfaceDamageMaterial
class	IsoInterfaceDamageMaterialStatus_2
class	IsoInterfaceDamageMaterial_2
class	SimpleInterfaceMaterialStatus
class	SimpleInterfaceMaterial
class	ExpCZMaterialStatus
class	ExpCZMaterial
class	IntMatBilinearCZElasticStatus
class	IntMatBilinearCZElastic
class	IntMatBilinearCZFagerstromStatus
class	IntMatBilinearCZFagerstrom
class	IntMatBilinearCZFagerstromRate
class	IntMatBilinearCZJanssonStatus
class	IntMatBilinearCZJansson
class	IntMatBilinearCZStatus
class	IntMatBilinearCZ
class	IntMatCoulombContactStatus
class	IntMatCoulombContact
class	IntMatDummyCZ
class	IntMatElastic
class	IntMatIsoDamageStatus
class	IntMatIsoDamage
class	IntMatIsoDamageTable
class	IntMatPhaseFieldStatus
class	IntMatPhaseField
class	LinkSlipStatus
class	LinkSlip
class	Masonry02
class	CebFipSlip90MaterialStatus
class	CebFipSlip90Material
class	StructuralInterfaceMaterial
class	StructuralInterfaceMaterialPhF
class	StructuralInterfaceMaterialStatus
class	IsotropicDamageMaterialStatus
class	IsotropicDamageMaterial
class	IsotropicLinearElasticMaterial
class	J2Mat
class	LatticeBondPlasticityStatus
class	LatticeBondPlasticity
class	LatticeDamageStatus
class	LatticeDamage
class	LatticeDamageViscoelasticStatus
class	LatticeDamageViscoelastic
class	LatticeLinearElastic
class	LatticeMaterialStatus
class	LatticePlasticityDamageStatus
class	LatticePlasticityDamage
class	LatticePlasticityDamageViscoelasticStatus
class	LatticePlasticityDamageViscoelastic
class	LatticeSlipStatus
class	LatticeSlip
class	LatticeStructuralMaterial
class	LatticeViscoelasticStatus
class	LatticeViscoelastic
class	LinearElasticMaterial
class	LargeStrainMasterMaterial
class	LargeStrainMasterMaterialStatus
class	LargeStrainMasterMaterialGrad
class	M4MaterialStatus
class	M4Material
class	MDMStatus
class	MDM
class	MFrontUserMaterial
class	MFrontUserMaterialStatus
class	MicroMaterialStatus
class	MicroMaterial
class	M1MaterialStatus
class	M1Material
struct	MicroplaneState
	Defines the stress or strain state in a micro plane. More...
class	MicroplaneMaterial
class	MicroplaneMaterial_Bazant
class	MisesMat
class	MisesMatStatus
class	MisesMatGradStatus
class	MisesMatGrad
class	MisesMatNlStatus
class	MisesMatNl
class	MixedPressureMaterialExtensionInterface
class	J2MPlasticMaterial
class	J2plasticMaterial
class	MPlasticMaterialStatus
class	MPlasticMaterial
class	PerfectlyPlasticMaterialStatus
class	PerfectlyPlasticMaterial
class	PlasticMaterialStatus
class	PlasticMaterial
class	RankinePlasticMaterial
class	Steel1
class	OrthotropicLinearElasticMaterial
class	QCMaterialExtensionInterface
class	RankineMat
class	RankineMatStatus
class	RankineMatGradStatus
class	RankineMatGrad
class	RankineMatNlStatus
class	RankineMatNl
class	RCM2MaterialStatus
class	RCM2Material
class	RCSDMaterialStatus
class	RCSDMaterial
class	RCSDEMaterialStatus
class	RCSDEMaterial
class	RCSDNLMaterialStatus
class	RCSDNLMaterial
class	B3Material
class	B3SolidMaterialStatus
class	B3SolidMaterial
class	CebFip78Material
class	DoublePowerLawMaterial
class	Eurocode2CreepMaterialStatus
class	Eurocode2CreepMaterial
class	KelvinChainMaterialStatus
class	KelvinChainMaterial
class	KelvinChainSolidMaterialStatus
class	KelvinChainSolidMaterial
class	MaxwellChainMaterialStatus
class	MaxwellChainMaterial
class	MPSMaterialStatus
class	MPSMaterial
class	MPSDamMaterialStatus
class	MPSDamMaterial
class	RheoChainMaterialStatus
class	RheoChainMaterial
class	SimpleVitrificationMaterial
class	SteelRelaxMat
class	SteelRelaxMatStatus
class	StructuralMaterialSettable
class	StructuralFE2MaterialStatus
class	StructuralFE2Material
class	StructuralMaterial
class	StructuralMaterialStatus
class	StructuralNonlocalMaterialStatusExtensionInterface
class	StructuralNonlocalMaterialExtensionInterface
class	StructuralPythonMaterial
class	StructuralPythonMaterialStatus
class	StructuralSlipFE2MaterialStatus
class	StructuralSlipFE2Material
class	TutorialMaterial
class	TutorialMaterialStatus
class	WinklerMaterial
class	Beam3dSubsoilMaterialInterface
class	WinklerPasternakMaterial
class	Particle
class	PolylineNonlocalBarrier
class	PrescribedDispSlipBCDirichletRC
class	PrescribedDispSlipBCNeumannRC
class	PrescribedDispSlipHomogenization
class	PrescribedDispSlipMultiple
class	PrescribedGradientMultiple
class	QCFullsolveddomain
class	GeometryGenerator
class	Quasicontinuum
class	QuasicontinuumNumberingscheme
class	QuasicontinuumVTKXMLExportModule
class	RefinedElement
class	RefinedMesh
class	StrainVector
class	StressStrainBaseVector
class	StressVector
class	SymmetryBarrier
class	TransverseReinfConstraint
class	Crack
class	Delamination
class	ShellCrack
class	MaterialForceEvaluator
class	NCPrincipalStrain
class	NCPrincipalStress
class	PLCZdamageRadius
class	PLHoopStressCirc
class	PLMaterialForce
class	PLPrincipalStrain
class	XfemStructuralElementInterface
class	XfemStructureManager
class	GravityPressure
class	TransportGradientDirichlet
class	TransportGradientNeumann
class	TransportGradientPeriodic
class	Brick1_ht
class	Brick1_hmt
class	Brick1_mt
class	Lattice2d_mt
class	Lattice3d_mt
class	LatticeTransportElement
class	Line1_ht
class	Line1_mt
class	Line1_hmt
class	QBrick1_ht
class	QBrick1_hmt
class	QBrick1_mt
class	QQuad1_ht
class	QQuad1_hmt
class	QQuad1_mt
class	Quad1_ht
class	Quad1_hmt
class	Quad1_mt
class	QuadAxisym1_ht
class	QuadAxisym1_hmt
class	QuadAxisym1_mt
class	QWedge_ht
class	QWedge_hmt
class	QWedge_mt
class	Tetrah1_ht
class	Tetrah1_hmt
class	Tr1_ht
class	Tr1_mt
class	Tr1_hmt
class	Tr1Darcy
class	TransportElement
class	TrAxisym1_ht
class	TrAxisym1_hmt
class	TrAxisym1_mt
class	Wedge_ht
class	Wedge_hmt
class	Wedge_mt
class	NLTransientTransportProblem
class	TransportExternalForceAssembler
class	MidpointLhsAssembler
class	IntSourceLHSAssembler
class	NonStationaryTransportProblem
class	StationaryTransportProblem
class	TransientTransportProblem
class	AnisotropicMassTransferMaterial
class	BazantNajjarMoistureTransferMaterial
struct	FCOMPLEX
class	CemhydMat
class	CemhydMatStatus
class	HeMoBazNajMaterial
class	HeMoKunzelMaterial
class	HeMoTKMaterial
class	HydrationModelStatus
class	HydrationModel
class	HydrationModelStatusInterface
class	HydrationModelInterface
class	HydratingConcreteMat
class	HydratingConcreteMatStatus
class	HydratingHeMoMaterial
class	HydratingTransportMaterialStatus
class	HydratingIsoHeatMaterial
class	IsotropicHeatTransferMaterial
class	IsotropicLinMoistureTransferMaterial
class	IsotropicMoistureTransferMaterial
class	LatticeTransportMaterialStatus
class	LatticeTransportMaterial
class	NlIsoMoistureMaterial
class	NonlinearMassTransferMaterial
class	RVEStokesFlowMaterialStatus
class	RVEStokesFlow
class	TransportMaterialStatus
class	HeMoTransportMaterialStatus
class	TransportMaterial
class	TwoPhaseMaterial
class	SimpleTransportCrossSection
class	TransportCrossSection

Typedefs
typedef char	ComBuff_BYTE_TYPE
typedef long	ContextMode
typedef std::shared_ptr< Field >	FieldPtr
typedef GaussPoint	IntegrationPoint
typedef const char *	InputFieldType
	Identifier of fields in input records.
typedef int	Index
typedef long	StateCounterType
	StateCounterType type used to indicate solution state.
typedef MaterialMode	StressStrainMatMode
typedef struct oofem::FCOMPLEX	fcomplex_cem

Enumerations
enum	bcGeomType {   UnknownBGT , NodalLoadBGT , BodyLoadBGT , EdgeLoadBGT ,   SurfaceLoadBGT , PointLoadBGT , GravityPressureBGT }
	Type representing the geometric character of loading. More...
enum	bcType {   UnknownBT , DirichletBT , TransmissionBC , ConvectionBC ,   SlipWithFriction , PenetrationWithResistance , OutFlowBC , RadiationBC }
	Type representing the type of bc. More...
enum	bcValType {   UnknownBVT , TemperatureBVT , ForceLoadBVT , PressureBVT ,   HumidityBVT , VelocityBVT , DisplacementBVT , EigenstrainBVT ,   ReinforceBVT }
	Type determining the type of general boundary condition. More...
enum	CharType { CharType_DEF }
enum	CommBuffType { CBT_static , CBT_dynamic }
enum	CommunicatorMode { CommMode_Static , CommMode_Dynamic }
enum	ContextFileMode { contextMode_read , contextMode_write }
	Determines the input/output mode of context file. More...
enum	contextIOResultType { CIO_OK = 0 , CIO_BADVERSION , CIO_BADOBJ , CIO_IOERR }
enum	ContextOutputMode { COM_NoContext , COM_Always , COM_Required , COM_UserDefined }
enum	ConvergedReason {   CR_UNKNOWN = 0 , CR_CONVERGED = 1 , CR_DIVERGED_ITS = -1 , CR_DIVERGED_TOL = -2 ,   CR_FAILED = -99 }
enum	CrossSectExtension { CS_StructuralCapability , CS_StructuralInterfaceCapability , CS_HeatCapability , CS_LatticeStructuralCapability }
	Type representing cross section extension for run time testing. More...
enum	CrossSectionProperty {   CS_Thickness =400 , CS_Width , CS_BeamShearCoeff , CS_Area ,   CS_InertiaMomentY , CS_InertiaMomentZ , CS_TorsionConstantX , CS_ShearAreaY ,   CS_ShearAreaZ , CS_DrillingStiffness , CS_RelDrillingStiffness , CS_DrillingType ,   CS_TopZCoord , CS_BottomZCoord , CS_NumLayers , CS_DirectorVectorX ,   CS_DirectorVectorY , CS_DirectorVectorZ }
	List of properties possibly stored in a cross section. More...
enum	DofIDItem { MaxDofID = 500 }
enum	dofManagerParallelMode { DofManager_local , DofManager_shared , DofManager_remote , DofManager_null }
	In parallel mode, this type indicates the mode of DofManager. More...
enum	DofManTransfType { _toGlobalCS , _toNodalCS }
enum	dofType { dofType_DEF }
	Dof Type, determines the type of DOF created. More...
enum	domainType { domainType_DEF }
enum	DrawMode {   unknown , rawGeometry , deformedGeometry , eigenVectorGeometry ,   nodeAnnotation , appliedPrimaryBc , internalStateBegin , mxForce ,   myForce , mzForce , myzForce , mzxForce ,   mxyForce , sxForce , syForce , szForce ,   syzForce , szxForce , sxyForce , yieldState ,   crackedState , stressErrorState , requiredAdaptiveMeshSizeState , damageLevel ,   errorIndicatorLevel , relativeMeshSizeDensity , temperatureField , massConcentration1Field ,   velocityField , pressureField , vofField , densityField ,   hydrationDegreeState , humidityState , internalStateEnd }
enum	elementParallelMode { Element_local , Element_remote }
enum	ElementExtension { Element_SurfaceLoadSupport , Element_EdgeLoadSupport }
enum	Element_Geometry_Type { Element_Geometry_Type_DEF }
enum	EntityRenumberingScheme { ERS_DofManager , ERS_Element }
enum	EE_ValueType { relativeErrorEstimateEEV , globalNormEEV , globalErrorEEV , globalWeightedErrorEEV }
enum	EE_ErrorType { unknownET , indicatorET , internalStressET , primaryUnknownET }
enum	EE_ErrorMode { equilibratedEM , temporaryEM }
enum	ErrorEstimatorType {   EET_SEI , EET_ZZEE , EET_CZZSI , EET_HEE ,   EET_MeshQuality }
enum	FieldType { FieldType_DEF }
	Physical type of field. More...
enum	fMode { UNKNOWN = 0 , TL = 1 , AL = 2 }
enum	GenEigvalSolverType { GES_SubspaceIt , GES_InverseIt , GES_SLEPc }
enum	integrationDomain {   _UnknownIntegrationDomain , _Point , _Line , _Triangle ,   _Square , _Cube , _Tetrahedra , _Wedge ,   _Embedded2dLine , _3dDegShell }
enum	IntegrationPointStatusIDType { IPSID_Default = 0 , PIDControllerStatusID = 1 }
enum	IntegrationRuleType { IRT_None = 0 , IRT_Gauss = 1 , IRT_Lobatto = 2 }
enum	InterfaceType {   UnknownInterfaceType , LayeredCrossSectionInterfaceType , FiberedCrossSectionInterfaceType , ZZNodalRecoveryModelInterfaceType ,   NodalAveragingRecoveryModelInterfaceType , SPRNodalRecoveryModelInterfaceType , ZZErrorEstimatorInterfaceType , HuertaErrorEstimatorInterfaceType ,   Huerta1dErrorEstimatorInterfaceType , SpatialLocalizerInterfaceType , EIPrimaryUnknownMapperInterfaceType , EIPrimaryFieldInterfaceType ,   NonlocalMaterialStatusExtensionInterfaceType , GradientDamageMaterialExtensionInterfaceType , GradientDamageMaterialStatusExtensionInterfaceType , NonlocalMaterialExtensionInterfaceType ,   NonlocalMaterialStiffnessInterfaceType , MaterialModelMapperInterfaceType , RandomMaterialStatusExtensionInterfaceType , HydrationModelInterfaceType ,   HydrationModelStatusInterfaceType , LEPlicElementInterfaceType , LevelSetPCSElementInterfaceType , XfemElementInterfaceType ,   VTKXMLExportModuleElementInterfaceType , FailureModuleElementInterfaceType , Beam3dSubsoilElementInterfaceType , Beam3dSubsoilMaterialInterfaceType ,   QCMaterialExtensionInterfaceType , MixedPressureMaterialExtensionInterfaceType }
enum	InternalStateMode { ISM_local , ISM_recovered }
	Determines the mode of internal variable. More...
enum	InternalStateType { InternalStateType_DEF }
enum	ElementCharSizeMethod {   ECSM_Unknown , ECSM_SquareRootOfArea , ECSM_Projection , ECSM_ProjectionCentered ,   ECSM_Oliver1 , ECSM_Oliver1modified , ECSM_Oliver2 }
enum	InternalStateValueType {   ISVT_UNDEFINED , ISVT_SCALAR , ISVT_VECTOR , ISVT_TENSOR_S3 ,   ISVT_TENSOR_S3E , ISVT_TENSOR_G }
	Determines the type of internal variable. More...
enum	LinSystSolverType {   ST_Direct = 0 , ST_IML = 1 , ST_Spooles = 2 , ST_Petsc = 3 ,   ST_DSS = 4 , ST_Feti = 5 , ST_MKLPardiso = 6 , ST_SuperLU_MT = 7 ,   ST_PardisoProjectOrg = 8 }
enum	LoadResponseMode { TotalLoad , IncrementOfLoad }
enum	MaterialMappingAlgorithmType { MaterialMappingAlgorithmType_DEF }
enum	ENUM_TYPE { ENUM_DEF , ENUM_DEF , ENUM_DEF }
enum	ENUM_TYPE { ENUM_DEF , ENUM_DEF , ENUM_DEF }
enum	MatStatusVar {   ms_unknown , ms_yield_flag , ms_isCracked_flag , ms_crackDirection_flag ,   ms_crackStatus_flag , ms_damage_flag }
enum	MeshPackageType { MeshPackageType_DEF }
enum	MMALeastSquareProjectionPatchType { MMALSPPatchType_1dq , MMALSPPatchType_2dq }
enum	WeightFunctionType {   WFT_Unknown , WFT_Bell , WFT_Gauss , WFT_Green ,   WFT_Uniform , WFT_UniformOverElement , WFT_Green_21 }
enum	NumericalCmpn { InternalRhs , NonLinearLhs , ExternalRhs }
enum	boundingSphereStatus { SphereOutsideCell , SphereInsideCell , SphereContainsCell }
enum	OGC_PlotModeType {   OGC_unknown , OGC_rawGeometry , OGC_deformedGeometry , OGC_eigenVectorGeometry ,   OGC_nodeGeometry , OGC_nodeAnnotation , OGC_elementAnnotation , OGC_essentialBC ,   OGC_naturalBC , OGC_nodeScalarPlot , OGC_nodeVectorPlot , OGC_scalarPlot ,   OGC_vectorPlot , OGC_tensorPlot , OGC_elemSpecial }
enum	ScalarAlgorithmType { SA_ISO_SURF , SA_ISO_LINE , SA_ZPROFILE , SA_COLORZPROFILE }
enum	SmootherType { Smoother_NA , Smoother_ZZ , Smoother_SPR }
enum	ScaleMode { SM_Autoscale , SM_UserDefined }
enum	problemMode { _processor , _postProcessor }
enum	problemScale { macroScale , microScale }
	Corresponds to macro- and micro-problem in multiscale simulations. More...
enum	RemeshingStrategy { NoRemeshing_RS , RemeshingFromCurrentState_RS , RemeshingFromPreviousState_RS }
	Type representing the remeshing strategy. More...
enum	SparseMtrxType {   SMT_Skyline , SMT_SkylineU , SMT_CompCol , SMT_DynCompCol ,   SMT_SymCompCol , SMT_DynCompRow , SMT_SpoolesMtrx , SMT_PetscMtrx ,   SMT_DSS_sym_LDL , SMT_DSS_sym_LL , SMT_DSS_unsym_LU }
enum	SPRPatchType {   SPRPatchType_none = 0 , SPRPatchType_2dxy = 1 , SPRPatchType_3dBiLin , SPRPatchType_2dquadratic ,   SPRPatchType_3dBiQuadratic }
enum	TimeDiscretizationType {   TD_Unspecified = -1 , TD_ThreePointBackward = 0 , TD_TwoPointBackward = 1 , TD_Newmark = 2 ,   TD_Wilson = 3 , TD_Explicit = 4 }
	Time discretization used by transient solvers. More...
enum	TimeStepReductionStrategyType { TSRST_NoReduction , TSRST_SimpleReduction }
enum	TopologyState { TS_OK , TS_NeedsRemeshing }
enum	UnknownType { UnknownType_DEF }
enum	ENUM_TYPE { ENUM_DEF , ENUM_DEF , ENUM_DEF }
enum	VarScaleType {   VST_Length , VST_Velocity , VST_Time , VST_Density ,   VST_Pressure , VST_Force , VST_Viscosity , VST_ReynoldsNumber }
	Type determining the scale corresponding to particular variable. More...
enum	basisType { monomial =0 , trigonometric =1 , legendre =2 }
enum	NodeEnrichmentType : int {   NodeEnr_NONE = 0 , NodeEnr_BULK = 1 , NodeEnr_START_TIP = 2 , NodeEnr_END_TIP = 3 ,   NodeEnr_START_AND_END_TIP = 4 }
enum	XFEMStateType { XFEMStateType_DEF }
enum class	ENUM_TYPE { ENUM_DEF , ENUM_DEF , ENUM_DEF }
enum class	ENUM_TYPE { ENUM_DEF , ENUM_DEF }
enum class	ContactProcess { None , Sticking , Sliding }
enum	CharTensor {   LocalStrainTensor , GlobalStrainTensor , LocalCurvatureTensor , GlobalCurvatureTensor ,   LocalForceTensor , GlobalForceTensor , LocalMomentTensor , GlobalMomentTensor ,   LocalStrainTensor , GlobalStrainTensor , LocalCurvatureTensor , GlobalCurvatureTensor ,   LocalForceTensor , GlobalForceTensor , LocalMomentTensor , GlobalMomentTensor ,   LocalStrainTensor , GlobalStrainTensor , LocalCurvatureTensor , GlobalCurvatureTensor ,   LocalForceTensor , GlobalForceTensor , LocalMomentTensor , GlobalMomentTensor ,   LocalStrainTensor , GlobalStrainTensor , LocalCurvatureTensor , GlobalCurvatureTensor ,   LocalForceTensor , GlobalForceTensor , LocalMomentTensor , GlobalMomentTensor ,   LocalStrainTensor , GlobalStrainTensor , LocalForceTensor , GlobalForceTensor }
enum	CharTensor {   LocalStrainTensor , GlobalStrainTensor , LocalCurvatureTensor , GlobalCurvatureTensor ,   LocalForceTensor , GlobalForceTensor , LocalMomentTensor , GlobalMomentTensor ,   LocalStrainTensor , GlobalStrainTensor , LocalCurvatureTensor , GlobalCurvatureTensor ,   LocalForceTensor , GlobalForceTensor , LocalMomentTensor , GlobalMomentTensor ,   LocalStrainTensor , GlobalStrainTensor , LocalCurvatureTensor , GlobalCurvatureTensor ,   LocalForceTensor , GlobalForceTensor , LocalMomentTensor , GlobalMomentTensor ,   LocalStrainTensor , GlobalStrainTensor , LocalCurvatureTensor , GlobalCurvatureTensor ,   LocalForceTensor , GlobalForceTensor , LocalMomentTensor , GlobalMomentTensor ,   LocalStrainTensor , GlobalStrainTensor , LocalForceTensor , GlobalForceTensor }
enum	CharTensor {   LocalStrainTensor , GlobalStrainTensor , LocalCurvatureTensor , GlobalCurvatureTensor ,   LocalForceTensor , GlobalForceTensor , LocalMomentTensor , GlobalMomentTensor ,   LocalStrainTensor , GlobalStrainTensor , LocalCurvatureTensor , GlobalCurvatureTensor ,   LocalForceTensor , GlobalForceTensor , LocalMomentTensor , GlobalMomentTensor ,   LocalStrainTensor , GlobalStrainTensor , LocalCurvatureTensor , GlobalCurvatureTensor ,   LocalForceTensor , GlobalForceTensor , LocalMomentTensor , GlobalMomentTensor ,   LocalStrainTensor , GlobalStrainTensor , LocalCurvatureTensor , GlobalCurvatureTensor ,   LocalForceTensor , GlobalForceTensor , LocalMomentTensor , GlobalMomentTensor ,   LocalStrainTensor , GlobalStrainTensor , LocalForceTensor , GlobalForceTensor }
enum	CharTensor {   LocalStrainTensor , GlobalStrainTensor , LocalCurvatureTensor , GlobalCurvatureTensor ,   LocalForceTensor , GlobalForceTensor , LocalMomentTensor , GlobalMomentTensor ,   LocalStrainTensor , GlobalStrainTensor , LocalCurvatureTensor , GlobalCurvatureTensor ,   LocalForceTensor , GlobalForceTensor , LocalMomentTensor , GlobalMomentTensor ,   LocalStrainTensor , GlobalStrainTensor , LocalCurvatureTensor , GlobalCurvatureTensor ,   LocalForceTensor , GlobalForceTensor , LocalMomentTensor , GlobalMomentTensor ,   LocalStrainTensor , GlobalStrainTensor , LocalCurvatureTensor , GlobalCurvatureTensor ,   LocalForceTensor , GlobalForceTensor , LocalMomentTensor , GlobalMomentTensor ,   LocalStrainTensor , GlobalStrainTensor , LocalForceTensor , GlobalForceTensor }
enum	CharTensor {   LocalStrainTensor , GlobalStrainTensor , LocalCurvatureTensor , GlobalCurvatureTensor ,   LocalForceTensor , GlobalForceTensor , LocalMomentTensor , GlobalMomentTensor ,   LocalStrainTensor , GlobalStrainTensor , LocalCurvatureTensor , GlobalCurvatureTensor ,   LocalForceTensor , GlobalForceTensor , LocalMomentTensor , GlobalMomentTensor ,   LocalStrainTensor , GlobalStrainTensor , LocalCurvatureTensor , GlobalCurvatureTensor ,   LocalForceTensor , GlobalForceTensor , LocalMomentTensor , GlobalMomentTensor ,   LocalStrainTensor , GlobalStrainTensor , LocalCurvatureTensor , GlobalCurvatureTensor ,   LocalForceTensor , GlobalForceTensor , LocalMomentTensor , GlobalMomentTensor ,   LocalStrainTensor , GlobalStrainTensor , LocalForceTensor , GlobalForceTensor }
enum	NonLinearStatic_stiffnessMode { nls_tangentStiffness = 0 , nls_secantStiffness = 1 , nls_elasticStiffness = 2 , nls_secantInitialStiffness = 3 }
	Type determining the stiffness mode. More...
enum	NonLinearStatic_controlType { nls_indirectControl = 0 , nls_directControl = 1 }
	Type determining type of loading control. This type determines the solver to be used. More...
enum	state_flag_values { PM_Elastic , PM_Yielding , PM_Unloading }
enum	CS_type { unknownCS , localCS , shellCS }
	Coordinate system type. More...
enum	stressStrainPrincMode { principal_strain , principal_stress , principal_deviatoricstress }
enum	FindRootMethod { frRegula = 1 , frBinTree = 2 , frMixed = 3 }
enum	MixtureType { mtLafarge = 1 , mtHuber = 2 , mtC60 , mtC100 }
Input fields for FractureManager
enum	FailureCriteriaType { FailureCriteria_DEF }

Functions
	REGISTER_EngngModel (AdditiveManufacturingProblem)
	REGISTER_BoundaryCondition (DepositedHeatSource)
	REGISTER_BoundaryCondition (FreeConstantSurfaceLoad)
	REGISTER_BoundaryCondition (BoundaryCondition)
	REGISTER_Function (CalculatorFunction)
	REGISTER_SparseNonLinearSystemNM (CylindricalALM)
const char *	__CharTypeToString (CharType _value)
std::string	conv2lower (std ::string input)
template<typename C, typename T, typename V, typename ... As>
C *	cf_create2 (const T &list, V name, As ... args)
template<typename T, typename V, typename C>
bool	cf_store2 (T &list, V name, C &creator)
template<typename C, typename T, typename V, typename ... As>
std::unique_ptr< C >	cf_create4 (const T &list, V name, As ... args)
template<typename C, typename T, typename ... As>
std::unique_ptr< C >	cf_create (const T &list, const char *name, As ... args)
template<typename T, typename C>
bool	cf_store (T &list, const char *name, C &creator)
template<typename B, typename T, typename... V>
std::unique_ptr< B >	CTOR (V... x)
template<typename T>
Dof *	dofCreator (DofIDItem dofid, DofManager *dman)
char	cltypesGiveUnknownTypeModeKey (ValueModeType mode)
InternalStateValueType	giveInternalStateValueType (InternalStateType type)
int	giveInternalStateTypeSize (InternalStateValueType valType)
InternalStateValueType	giveInternalStateValueType (UnknownType type)
const char *	__InternalStateTypeToString (InternalStateType _value)
const char *	__UnknownTypeToString (UnknownType _value)
const char *	__dofTypeToString (dofType _value)
const char *	__domainTypeToString (domainType _value)
const char *	__Element_Geometry_TypeToString (Element_Geometry_Type _value)
std::string	__DofIDItemToString (DofIDItem _value)
const char *	__MaterialMappingAlgorithmTypeToString (MaterialMappingAlgorithmType _value)
const char *	__MeshPackageTypeToString (MeshPackageType _value)
const char *	__XFEMStateTypeToString (XFEMStateType _value)
	REGISTER_SparseMtrx (CompCol, SMT_CompCol)
	REGISTER_BoundaryCondition (ConstantEdgeLoad)
	REGISTER_Function (ConstantFunction)
	REGISTER_BoundaryCondition (ConstantSurfaceLoad)
	REGISTER_BoundaryCondition (DeadWeight)
std::ostream &	operator<< (std ::ostream &out, const Dictionary &r)
template<typename T>
void	save_components (T &list, DataStream &stream, ContextMode mode)
template<typename T, typename C>
void	restore_components (T &list, DataStream &stream, ContextMode mode, const C &creator)
	REGISTER_CrossSection (DummyCrossSection)
	REGISTER_EngngModel (DummyEngngModel)
	REGISTER_Material (DummyMaterial)
std::unique_ptr< DynamicInputRecord >	CreateNodeIR (int i, InputFieldType nodeType, FloatArray coord)
	Helper function for creating a dynamic input record for a node.
std::unique_ptr< DynamicInputRecord >	CreateElementIR (int i, InputFieldType elementType, IntArray nodes, int cs=0)
	Helper function for creating elements (with optional cross-section number).
	REGISTER_SparseNonLinearSystemNM (DynamicRelaxationSolver)
	REGISTER_DofManager (ElementSide)
	REGISTER_CrossSection (EmptyCS)
std::string	errorInfo (const char *func)
	REGISTER_ExportModule (ErrorCheckingExportModule)
	REGISTER_Field (ExpressionField)
std::ostream &	operator<< (std ::ostream &out, const FloatArray &x)
template<std::size_t N>
std::ostream &	operator<< (std::ostream &out, const FloatArrayF< N > &x)
	Print to stream.
template<size_t N, size_t M>
FloatArrayF< N >	assemble (const FloatArrayF< M > &x, int const (&c)[M])
	Assemble components into zero matrix.
template<std::size_t N>
FloatArrayF< N >	operator* (double a, const FloatArrayF< N > &x)
	Simple math operations.
template<std::size_t N>
FloatArrayF< N >	operator* (const FloatArrayF< N > &x, double a)
template<std::size_t N>
FloatArrayF< N >	mult (const FloatArrayF< N > &x, const FloatArrayF< N > &y)
	Element-wise multiplication.
template<std::size_t N>
FloatArrayF< N >	operator/ (const FloatArrayF< N > &x, double a)
template<std::size_t N>
FloatArrayF< N >	operator^ (const FloatArrayF< N > &x, double a)
template<std::size_t N>
FloatArrayF< N >	operator+ (const FloatArrayF< N > &x, const FloatArrayF< N > &y)
template<std::size_t N>
FloatArrayF< N >	operator- (const FloatArrayF< N > &x, const FloatArrayF< N > &y)
template<std::size_t N>
FloatArrayF< N >	operator- (const FloatArrayF< N > &x)
template<std::size_t N>
FloatArrayF< N > &	operator+= (FloatArrayF< N > &x, const FloatArrayF< N > &y)
template<std::size_t N>
FloatArrayF< N > &	operator-= (FloatArrayF< N > &x, const FloatArrayF< N > &y)
template<std::size_t N>
FloatArrayF< N > &	operator*= (FloatArrayF< N > &x, double a)
template<std::size_t N>
FloatArrayF< N > &	operator/= (FloatArrayF< N > &x, double a)
template<std::size_t N>
FloatArrayF< N >	operator^= (FloatArrayF< N > &x, double a)
template<std::size_t N>
bool	iszero (const FloatArrayF< N > &x)
	Returns true if all coefficients of the receiver are 0, else false.
template<std::size_t N>
bool	isfinite (const FloatArrayF< N > &x)
	Returns true if all coefficients of the receiver are finite, else false.
template<std::size_t N>
double	norm_squared (const FloatArrayF< N > &x)
	Computes the L2 norm of x.
template<std::size_t N>
double	norm (const FloatArrayF< N > &x)
	Computes the L2 norm of x.
template<std::size_t N>
FloatArrayF< N >	normalize (const FloatArrayF< N > &x)
	Normalizes vector (L2 norm).
template<std::size_t N>
double	sum (const FloatArrayF< N > &x)
	Computes the sum of x.
template<std::size_t N>
double	product (const FloatArrayF< N > &x)
	Computes the product of x.
FloatArrayF< 3 >	cross (const FloatArrayF< 3 > &x, const FloatArrayF< 3 > &y)
	Computes $ x \cross y $.
template<std::size_t N>
double	dot (const FloatArrayF< N > &x, const FloatArrayF< N > &y)
	Computes $ x_i y_i $.
template<std::size_t N>
FloatArrayF< N >	max (const FloatArrayF< N > &a, const FloatArrayF< N > &b)
template<std::size_t N>
FloatArrayF< N >	min (const FloatArrayF< N > &a, const FloatArrayF< N > &b)
template<std::size_t N>
FloatArrayF< N >	zeros ()
	For more readable code.
template<std::size_t N>
FloatArrayF< N >	distance_squared (const FloatArrayF< N > &a, const FloatArrayF< N > &b)
	Computes the norm(a-b)^2.
template<std::size_t N>
FloatArrayF< N >	distance (const FloatArrayF< N > &a, const FloatArrayF< N > &b)
	Computes the norm(a-b).
void	swap_46 (FloatArrayF< 6 > &t)
void	swap_46 (FloatArrayF< 9 > &t)
FloatArrayF< 6 >	to_voigt_strain_6 (const FloatArrayF< 6 > &s)
	Convert stress to strain Voigt form.
FloatArrayF< 6 >	to_voigt_stress_6 (const FloatArrayF< 6 > &e)
	Convert strain to stress Voigt form.
std::ostream &	operator<< (std ::ostream &out, const FloatMatrix &x)
FloatMatrix &	operator*= (FloatMatrix &x, const double &a)
FloatMatrix	operator* (const FloatMatrix &x, const double &a)
FloatMatrix	operator* (const double &a, const FloatMatrix &x)
FloatMatrix	operator* (const FloatMatrix &a, const FloatMatrix &b)
FloatArray	operator* (const FloatMatrix &a, const FloatArray &b)
FloatMatrix	operator+ (const FloatMatrix &a, const FloatMatrix &b)
FloatMatrix	operator- (const FloatMatrix &a, const FloatMatrix &b)
FloatMatrix &	operator+= (FloatMatrix &a, const FloatMatrix &b)
FloatMatrix &	operator-= (FloatMatrix &a, const FloatMatrix &b)
template<std::size_t N, std::size_t M, std::size_t R, std::size_t C>
FloatMatrixF< N, M >	assemble (const FloatMatrixF< R, C > &x, int const (&r)[R], int const (&c)[C])
	Assemble components into zero matrix.
template<std::size_t N, std::size_t M>
std::ostream &	operator<< (std::ostream &out, const FloatMatrixF< N, M > &x)
template<std::size_t N, std::size_t M>
FloatMatrixF< N, M >	operator* (double a, const FloatMatrixF< N, M > &x)
template<std::size_t N, std::size_t M>
FloatMatrixF< N, M >	operator* (const FloatMatrixF< N, M > &x, double a)
template<std::size_t N, std::size_t M>
FloatMatrixF< N, M >	operator/ (const FloatMatrixF< N, M > &x, double a)
template<std::size_t N, std::size_t M>
FloatMatrixF< N, M >	operator+ (const FloatMatrixF< N, M > &x, const FloatMatrixF< N, M > &y)
template<std::size_t N, std::size_t M>
FloatMatrixF< N, M >	operator- (const FloatMatrixF< N, M > &x, const FloatMatrixF< N, M > &y)
template<std::size_t N, std::size_t M>
FloatMatrixF< N, M > &	operator+= (FloatMatrixF< N, M > &x, const FloatMatrixF< N, M > &y)
template<std::size_t N, std::size_t M>
FloatMatrixF< N, M > &	operator-= (FloatMatrixF< N, M > &x, const FloatMatrixF< N, M > &y)
template<std::size_t N, std::size_t M>
FloatMatrixF< N, M > &	operator*= (FloatMatrixF< N, M > &x, double a)
template<std::size_t N, std::size_t M>
bool	isfinite (const FloatMatrixF< N, M > &mat)
	Returns true if no element is not finite (NAN or infinite).
template<std::size_t N, std::size_t NSD>
FloatMatrixF< N *3, NSD >	Nmatrix (const FloatArrayF< N > &n)
FloatMatrixF< 2, 2 >	local_cs (const FloatArrayF< 2 > &normal)
FloatMatrixF< 3, 3 >	local_cs (const FloatArrayF< 3 > &normal)
template<std::size_t N, std::size_t M>
FloatMatrixF< M, N >	transpose (const FloatMatrixF< N, M > &mat)
	Constructs transposed matrix.
template<std::size_t N, std::size_t M, std::size_t P>
FloatMatrixF< N, P >	dot (const FloatMatrixF< N, M > &a, const FloatMatrixF< M, P > &b)
	Computes \( a \cdot b \).
template<std::size_t N, std::size_t M, std::size_t P>
FloatMatrixF< N, P >	dotT (const FloatMatrixF< N, M > &a, const FloatMatrixF< P, M > &b)
	Computes \( a \cdot b^{\mathrm{T}} \).
template<std::size_t N, std::size_t M, std::size_t P>
FloatMatrixF< N, P >	Tdot (const FloatMatrixF< M, N > &a, const FloatMatrixF< M, P > &b)
	Computes \( a^{\mathrm{T}} \cdot b \).
template<std::size_t N, std::size_t M>
FloatArrayF< N >	dot (const FloatMatrixF< N, M > &m, const FloatArrayF< M > &x)
	Computes $ m_ij x_j = m \cdot x $.
template<std::size_t N, std::size_t M>
FloatArrayF< N >	dot (const FloatArrayF< M > &x, const FloatMatrixF< M, N > &m)
	Computes $ x_j m_ji = x \cdot m = m^{\mathrm{T}} \cdot x $.
template<std::size_t N, std::size_t M>
FloatArrayF< N >	Tdot (const FloatMatrixF< M, N > &m, const FloatArrayF< M > &x)
	Computes $ x_j m_ji = x \cdot m = m^{\mathrm{T}} \cdot x $.
template<std::size_t N, std::size_t M>
FloatMatrixF< N, M >	dyad (const FloatArrayF< N > &a, const FloatArrayF< M > &b)
	Computes the dyadic product \( m_{ij} = a_i b_j \).
template<std::size_t N, std::size_t M>
FloatMatrixF< M, M >	rotate (FloatMatrixF< N, N > &a, const FloatMatrixF< N, M > &r)
	Computes \( a = r^{\mathrm{T}} \cdot a \cdot r \).
template<std::size_t N, std::size_t M>
FloatMatrixF< M, M >	unrotate (FloatMatrixF< N, N > &a, const FloatMatrixF< M, N > &r)
	Computes \( a = r \cdot a \cdot r^{\mathrm{T}} \).
template<std::size_t N, std::size_t M>
FloatArrayF< N >	column (const FloatMatrixF< N, M > &mat, std::size_t col)
FloatMatrixF< 3, 3 >	from_voigt_form_9 (const FloatArrayF< 9 > &v)
FloatArrayF< 9 >	to_voigt_form_33 (const FloatMatrixF< 3, 3 > &t)
FloatMatrixF< 3, 3 >	from_voigt_stress_6 (const FloatArrayF< 6 > &v)
FloatArrayF< 6 >	to_voigt_stress_33 (const FloatMatrixF< 3, 3 > &t)
FloatMatrixF< 3, 3 >	from_voigt_strain_6 (const FloatArrayF< 6 > &v)
FloatArrayF< 6 >	to_voigt_strain_33 (const FloatMatrixF< 3, 3 > &t)
template<std::size_t N>
FloatMatrixF< N, N >	diag (const FloatArrayF< N > &v)
template<std::size_t N>
FloatArrayF< N >	diag (const FloatMatrixF< N, N > &m)
template<std::size_t N, std::size_t M>
FloatArrayF< N *M >	flatten (const FloatMatrixF< N, M > &m)
template<std::size_t N, std::size_t M>
FloatMatrixF< N, M >	zero ()
	Constructs a zero matrix (this is the default behavior when constructing a matrix, this is just for nicer syntax).
template<std::size_t N>
FloatMatrixF< N, N >	eye ()
	Constructs an identity matrix.
template<std::size_t N, std::size_t NSD>
FloatMatrixF< NSD, N >	Nmatrix (const FloatArrayF< N > &n)
template<std::size_t N>
FloatMatrixF< 6, N *3 >	Bmatrix_3d (const FloatMatrixF< 3, N > &dN)
	Constructs the B matrix for 3D momentum balance problems.
template<std::size_t N>
FloatMatrixF< 3, N *2 >	Bmatrix_2d (const FloatMatrixF< 2, N > &dN)
	Constructs the B matrix for plane stress momentum balance problems.
	REGISTER_FailureCriteria (DamagedNeighborLayered)
	REGISTER_Mesher (FreemInterface, MPT_FREEM)
	REGISTER_DofManager (GeneralSlaveNode)
	REGISTER_Geometry (Line)
	REGISTER_ExportModule (GPExportModule)
	REGISTER_DofManager (HangingNode)
	REGISTER_Function (HeavisideTimeFunction)
	REGISTER_ExportModule (HOMExportModule)
void	drawIGAPatchDeformedGeometry (Element *elem, StructuralElementEvaluator *se, oofegGraphicContext &gc, TimeStep *tStep, UnknownType)
	REGISTER_SparseMtrx (DynCompCol, SMT_DynCompCol)
	REGISTER_SparseMtrx (DynCompRow, SMT_DynCompRow)
	REGISTER_SparseLinSolver (IMLSolver, ST_IML)
std::ostream &	operator<< (std ::ostream &out, const IntArray &x)
template<class operation>
int	quickSortPartition (IntArray &arry, int l, int r, operation op)
template<class operation>
void	quickSort (IntArray &arry, int l, int r, operation op)
template<class operation>
void	sort (IntArray &arry, operation op)
	REGISTER_Function (InterpolatingFuction)
	REGISTER_GeneralizedEigenValueSolver (InverseIteration, GES_InverseIt)
	REGISTER_DofManager (LatticeDirichletCouplingNode)
	REGISTER_DofManager (LatticeNeumannCouplingNode)
	REGISTER_SparseLinSolver (LDLTFactorization, ST_Direct)
	REGISTER_BoundaryCondition (LinearConstraintBC)
	REGISTER_BoundaryCondition (LinearEdgeLoad)
	REGISTER_Function (LocalGaussianRandomFunction)
void	cubic (double a, double b, double c, double d, double *r1, double *r2, double *r3, int *num)
void	cubic3r (double a, double b, double c, double d, double *r1, double *r2, double *r3, int *num)
int	iperm (int val, int rank)
void	ls2fit (const FloatArray &x, const FloatArray &y, FloatArray &a)
double	signum (double i)
	Returns the signum of given value (i = 0 returns 0, i < 0 returns -1, i > 0 returns 1).
int	min (int i, int j)
	Returns smaller value from two given decimals.
long	min (long i, long j)
	Returns smaller value from two given long decimals.
unsigned long	min (unsigned long i, unsigned long j)
	Returns smaller value from two given long decimals.
double	min (double i, double j)
	Returns smaller value from two given floats.
int	max (int i, int j)
	Returns bigger value form two given decimals.
double	clamp (int a, int lower, int upper)
	Returns the clamped value of a between upper and lower.
long	max (long i, long j)
	Returns bigger value form two given long decimals.
double	max (double i, double j)
	Returns bigger value form two given floats.
double	clamp (double a, double lower, double upper)
	Returns the clamped value of a between upper and lower.
double	sgn (double i)
	Returns the signum of given value (if value is < 0 returns -1, otherwise returns 1).
bool	isnan (double x)
double	cbrt (double x)
	Returns the cubic root of x.
double	sqr (double x)
double	macbra (double x)
	Returns the positive part of given float.
double	negbra (double x)
	Returns the negative part of given float.
template<class T>
double	gss (double ax, double bx, double cx, const T &f, double tol, double &xmin)
template<class T>
double	brent (double ax, double bx, double cx, const T &f, double tol, double &xmin)
	REGISTER_ExportModule (MatlabExportModule)
	REGISTER_BoundaryCondition (MixedGradientPressureDirichlet)
	REGISTER_BoundaryCondition (MixedGradientPressureNeumann)
	REGISTER_BoundaryCondition (MixedGradientPressureWeakPeriodic)
	REGISTER_SparseLinSolver (MKLPardisoSolver, ST_MKLPardiso)
	REGISTER_MaterialMappingAlgorithm (MMAClosestIPTransfer, MMA_ClosestPoint)
	REGISTER_MaterialMappingAlgorithm (MMALeastSquareProjection, MMA_LeastSquareProjection)
	REGISTER_MaterialMappingAlgorithm (MMAShapeFunctProjection, MMA_ShapeFunctionProjection)
	REGISTER_Monitor (DummyMonitor)
	REGISTER_BoundaryCondition (NeumannMomentLoad)
	REGISTER_NodalRecoveryModel (NodalAveragingRecoveryModel, NodalRecoveryModel ::NRM_NodalAveraging)
	REGISTER_BoundaryCondition (NodalLoad)
	REGISTER_DofManager (Node)
	REGISTER_SparseNonLinearSystemNM (NRSolver)
void	oofeg_drawIsoLinesOnTriangle (WCRec coords[3], double s[3])
void	oofeg_drawIsoLinesOnQuad (WCRec coords[4], double s[4])
	REGISTER_ExportModule (OutputExportModule)
	REGISTER_SparseLinSolver (PardisoProjectOrgSolver, ST_PardisoProjectOrg)
	REGISTER_LoadBalancer (ParmetisLoadBalancer)
	REGISTER_Function (PeakFunction)
	REGISTER_Function (PeriodicPiecewiseLinFunction)
	REGISTER_SparseLinSolver (PetscSolver, ST_Petsc)
	REGISTER_SparseMtrx (PetscSparseMtrx, SMT_PetscMtrx)
	REGISTER_Function (PiecewiseLinFunction)
	REGISTER_BoundaryCondition (PointLoad)
	REGISTER_BoundaryCondition (PrescribedGradient)
	REGISTER_BoundaryCondition (PrescribedGradientBCNeumann)
	REGISTER_BoundaryCondition (PrescribedGradientBCPeriodic)
	REGISTER_BoundaryCondition (PrescribedGradientBCWeakDirichlet)
	REGISTER_BoundaryCondition (PrescribedGradientBCWeakPeriodic)
	REGISTER_BoundaryCondition (PrescribedMean)
	REGISTER_EngngModel (ProblemSequence)
	REGISTER_Function (PulseFunction)
	REGISTER_Function (PythonExpression)
	REGISTER_DofManager (qcNode)
	REGISTER_BoundaryCondition (Reinforcement)
	REGISTER_DofManager (RigidArmNode)
std::ostream &	operator<< (std ::ostream &out, const ScalarFunction &s)
	REGISTER_SparseMtrx (Skyline, SMT_Skyline)
	REGISTER_SparseMtrx (SkylineUnsym, SMT_SkylineU)
	REGISTER_DofManager (SlaveNode)
	REGISTER_GeneralizedEigenValueSolver (SLEPcSolver, GES_SLEPc)
template<class T>
void	logData (T myArray)
template<class T>
void	logDataMsg (const char *c, T myArray)
template<class T>
void	logDataMsg (const char *c, T myArray, const char *c2)
	REGISTER_BoundaryCondition (SolutionbasedShapeFunction)
	REGISTER_ExportModule (SolutionStatusExportModule)
	REGISTER_SparseLinSolver (SpoolesSolver, ST_Spooles)
	REGISTER_SparseMtrx (SpoolesSparseMtrx, SMT_SpoolesMtrx)
	REGISTER_NodalRecoveryModel (SPRNodalRecoveryModel, NodalRecoveryModel ::NRM_SPR)
	REGISTER_EngngModel (StaggeredProblem)
	REGISTER_SparseNonLinearSystemNM (StaggeredSolver)
	REGISTER_Function (StepFunction)
	REGISTER_Mesher (Subdivision, MPT_SUBDIVISION)
	REGISTER_GeneralizedEigenValueSolver (SubspaceIteration, GES_SubspaceIt)
	REGISTER_SparseLinSolver (SuperLUSolver, ST_SuperLU_MT)
int_t	dCheckZeroDiagonal (int_t n, int_t *rowind, int_t *colbeg, int_t *colend, int_t *perm)
	REGISTER_BoundaryCondition (SurfaceTensionBoundaryCondition)
	REGISTER_SparseMtrx (SymCompCol, SMT_SymCompCol)
	REGISTER_Mesher (T3DInterface, MPT_T3D)
	REGISTER_Mesher (Targe2Interface, MPT_TARGE2)
	REGISTER_TimeStepReductionStrategy (NoReductionStrategy)
	REGISTER_TimeStepReductionStrategy (SimpleReductionStrategy)
	REGISTER_BoundaryCondition (UserDefDirichletBC)
	REGISTER_BoundaryCondition (UsrDefBoundaryLoad)
void	print_stacktrace (FILE *out, int skip, unsigned int max_frames)
std::unique_ptr< EngngModel >	InstanciateProblem (DataReader &dr, problemMode mode, int contextFlag, EngngModel *_master, bool parallelFlag)
void	printProgress (double percentage, const std::string &title, std::ostream &out)
	REGISTER_ExportModule (VTKExportModule)
	REGISTER_ExportModule (VTKHDF5ExportModule)
	REGISTER_ExportModule (VTKMemoryExportModule)
	REGISTER_ExportModule (VTKPFEMXMLExportModule)
	REGISTER_ExportModule (VTKXMLXFemExportModule)
	REGISTER_ExportModule (VTKXMLExportModule)
	REGISTER_ExportModule (VTKXMLLatticeExportModule)
	REGISTER_ExportModule (VTKXMLPeriodicExportModule)
	REGISTER_LoadBalancerMonitor (WallClockLoadBalancerMonitor)
	REGISTER_BoundaryCondition (WeakPeriodicBoundaryCondition)
	REGISTER_EnrichmentFront (EnrFrontCohesiveBranchFuncOneEl)
	REGISTER_EnrichmentFront (EnrFrontDoNothing)
	REGISTER_EnrichmentFront (EnrFrontExtend)
	REGISTER_EnrichmentFront (EnrFrontIntersection)
	REGISTER_EnrichmentFront (EnrFrontLinearBranchFuncOneEl)
	REGISTER_EnrichmentFront (EnrFrontLinearBranchFuncRadius)
	REGISTER_EnrichmentFront (EnrFrontReduceFront)
	REGISTER_EnrichmentFunction (DiscontinuousFunction)
	REGISTER_EnrichmentItem (HybridEI)
	REGISTER_EnrichmentItem (Inclusion)
	REGISTER_PropagationLaw (PLDoNothing)
	REGISTER_XfemManager (XfemManager)
template<typename T>
T	string_to (const std::string &s, std::function< std::string()> where)
template<>
Range	string_to (const std::string &s, std::function< std::string()> where)
template<>
bool	string_to (const std::string &s, std::function< std::string()> where)
std::string	_lrtrim (std::string &s)
	REGISTER_NodalRecoveryModel (ZZNodalRecoveryModel, NodalRecoveryModel ::NRM_ZienkiewiczZhu)
	REGISTER_EngngModel (CBS)
	REGISTER_CrossSection (FluidCrossSection)
	REGISTER_EngngModel (FluidMaterialEvaluator)
	REGISTER_Element (Hexa21Stokes)
	REGISTER_Element (Line2BoundaryElement)
	REGISTER_Material (BinghamFluidMaterial2)
	REGISTER_Material_Alt (BinghamFluidMaterial2, binghamfluid2)
	REGISTER_Material (FE2FluidMaterial)
	REGISTER_Material (NewtonianFluidMaterial)
	REGISTER_Material (NonlinearFluidMaterial)
	REGISTER_Material (TwoFluidMaterial)
	REGISTER_EngngModel (FluidStructureProblem)
	REGISTER_BoundaryCondition (InteractionBoundaryCondition)
	REGISTER_BoundaryCondition (InteractionLoad)
	REGISTER_DofManager (InteractionPFEMParticle)
	REGISTER_EngngModel (PFEM)
	REGISTER_DofManager (PFEMParticle)
	REGISTER_Element (Quad10_2D_SUPG)
	REGISTER_EngngModel (StokesFlow)
	REGISTER_EngngModel (StokesFlowVelocityHomogenization)
	REGISTER_EngngModel (SUPG)
	REGISTER_Element (Tet1_3D_SUPG)
	REGISTER_Element (Tet1BubbleStokes)
	REGISTER_Element (Tet21Stokes)
	REGISTER_Element (TR1_2D_CBS)
	REGISTER_Element (TR1_2D_SUPG)
	REGISTER_Element (TR1_2D_SUPG2)
	REGISTER_Element (TR1_2D_SUPG2_AXI)
	REGISTER_Element (TR1_2D_SUPG_AXI)
	REGISTER_Element (Tr1BubbleStokes)
	REGISTER_Element (TR21_2D_SUPG)
	REGISTER_Element (Tr21Stokes)
	REGISTER_BoundaryCondition (TractionPressureBC)
	REGISTER_EngngModel (DGProblem)
	REGISTER_EngngModel (MPMProblem)
	REGISTER_EngngModel (StationaryMPMSProblem)
	REGISTER_EngngModel (TestProblem)
	REGISTER_Element (SADGBLine1)
	3D Equal order linear Brick TS Element
	REGISTER_Element (SADGTriangle1)
	3D SADG linear brick Element
	REGISTER_Element (SADGBrick1)
	REGISTER_Term (BTamNTerm)
void	deltaB (FloatMatrix &answer, const Variable *v, const FEInterpolation *interpol, const Element &cell, const FloatArray &coords, const MaterialMode mmode)
	Evaluates $\delta B = B_{div}$ matrix;.
void	evalB (FloatMatrix &answer, const Variable *v, const FEInterpolation *interpol, const Element &cell, const FloatArray &coords, const MaterialMode mmode)
	Evaluates $B$ = matrix;.
double	evalVolumeFraction (const Variable *vf, MPElement &e, const FloatArray &coords, TimeStep *tstep)
	REGISTER_Element (TMBrick11)
	REGISTER_Element (TMTetra11)
	REGISTER_Element (UPTetra21)
	REGISTER_Element (UPBrick11)
	2D Equal order linear Quad UP Element
	REGISTER_Element (UPQuad11)
	REGISTER_Element (StructuralContactElement_LineLin)
	REGISTER_Element (StructuralContactElement_TrLin)
	REGISTER_Element (StructuralContactElement_QuadLin)
	REGISTER_ContactSurface (StructuralFEContactSurface)
	REGISTER_BoundaryCondition (StructuralPenaltyContactBoundaryCondition)
bool	frictionShouldBeConsidered (double friction, TimeStep *tStep)
	REGISTER_CrossSection (FiberedCrossSection)
	REGISTER_CrossSection (LatticeCrossSection)
	REGISTER_CrossSection (LayeredCrossSection)
	REGISTER_CrossSection (SimpleCrossSection)
	REGISTER_CrossSection (StructuralInterfaceCrossSection)
	REGISTER_CrossSection (VariableCrossSection)
	REGISTER_CrossSection (WarpingCrossSection)
	REGISTER_BoundaryCondition (PrescribedGenStrainShell7)
	REGISTER_Element (LSpace)
	REGISTER_Element (LSpaceBB)
	REGISTER_Element (LTRSpace)
	REGISTER_Element (LTRSpaceBoundary)
	REGISTER_Element (LTRSpaceBoundaryBeam)
	REGISTER_Element (LTRSpaceBoundaryMembrane)
	REGISTER_Element (LTRSpaceBoundaryPlate)
	REGISTER_Element (LTRSpaceBoundaryTruss)
	REGISTER_Element (LTRSpaceBoundaryVoigt)
	REGISTER_Element (LWedge)
	REGISTER_Element (MacroLSpace)
	REGISTER_Element (Q27Space)
	REGISTER_Element (QSpace)
	REGISTER_Element (QTRSpace)
	REGISTER_Element (QWedge)
	REGISTER_Element (AbaqusUserElement)
	REGISTER_Element (Axisymm3d)
	REGISTER_Element (L4Axisymm)
	REGISTER_Element (Q4Axisymm)
	REGISTER_Element (QTruss1d)
	REGISTER_Element (Truss1d)
	REGISTER_Element (Truss2d)
	REGISTER_Element (Truss3d)
	REGISTER_Element (Truss3dnl)
	REGISTER_Element (Truss3dnl2)
	REGISTER_Element (Beam2d)
	REGISTER_Element (Beam3d)
	REGISTER_Element (LIBeam2d)
	REGISTER_Element (LIBeam2dNL)
	REGISTER_Element (LIBeam3d)
	REGISTER_Element (LIBeam3d2)
	REGISTER_Element (LIBeam3dBoundary)
	REGISTER_Element (LIBeam3dBoundaryBeam)
	REGISTER_Element (LIBeam3dBoundaryMembrane)
	REGISTER_Element (LIBeam3dBoundaryPlate)
	REGISTER_Element (LIBeam3dBoundaryTruss)
	REGISTER_Element (LIBeam3dBoundaryVoigt)
	REGISTER_Element (LIBeam3dNL)
	REGISTER_Element (LIBeam3dNL2)
	REGISTER_Element (QSpaceGradDamage)
	REGISTER_Element (QTRSpaceGradDamage)
	REGISTER_Element (QWedgeGradDamage)
	REGISTER_Element (QTruss1dGradDamage)
	REGISTER_Element (Truss1dGradDamage)
	REGISTER_Element (QPlaneStrainGradDamage)
	REGISTER_Element (Quad1PlaneStrainGradDamage)
	REGISTER_Element (PlaneStressGradDamage)
	REGISTER_Element (QPlaneStressGradDamage)
	REGISTER_Element (QTrPlaneStressGradDamage)
	REGISTER_Element (TrPlaneStressGradDamage)
	REGISTER_Element (HTSelement)
	REGISTER_Element (BsplinePlaneStressElement)
	REGISTER_Element (NURBSPlaneStressElement)
	REGISTER_Element (TSplinePlaneStressElement)
	REGISTER_Element (NURBSSpace3dElement)
	REGISTER_Element (BondLink3d)
	REGISTER_Element (BondLink3dBoundary)
	REGISTER_Element (CohesiveSurface3d)
	REGISTER_Element (InterfaceElem2dLin)
	REGISTER_Element (InterfaceElem2dQuad)
	REGISTER_Element (InterfaceElement3dTrLin)
	REGISTER_Element (InterfaceElem1d)
	REGISTER_Element (IntElLine1)
	REGISTER_Element (IntElLine1IntPen)
	REGISTER_Element (IntElLine1PhF)
	REGISTER_Element (IntElLine2)
	REGISTER_Element (IntElLine2IntPen)
	REGISTER_Element (IntElPoint)
	REGISTER_Element (IntElSurfQuad1)
	REGISTER_Element (IntElSurfTr1)
	REGISTER_Element (Lattice2d)
	REGISTER_Element (Lattice2dBoundary)
	REGISTER_Element (Lattice3d)
	REGISTER_Element (Lattice3dBoundary)
	REGISTER_Element (Lattice3dBoundaryTruss)
	REGISTER_Element (LatticeBeam3d)
	REGISTER_Element (LatticeBeam3dBoundary)
	REGISTER_Element (LatticeLink3d)
	REGISTER_Element (LatticeLink3dBoundary)
	REGISTER_Element (LineDistributedSpring)
	REGISTER_Element (LumpedMassElement)
	REGISTER_Element (QTrPlaneStrainP1)
	REGISTER_Element (Quad1PlaneStrainP1)
	REGISTER_Element (NodalSpringElement)
	REGISTER_Element (QPlaneStrain)
	REGISTER_Element (QTrPlaneStrain)
	REGISTER_Element (Quad1PlaneStrain)
	REGISTER_Element (TrPlaneStrain)
	REGISTER_Element (BasicElement)
	REGISTER_Element (LinQuad3DPlaneStress)
	REGISTER_Element (PlaneStress2d)
	REGISTER_Element (PlaneStressPhF2d)
	REGISTER_Element (PlaneStress2dXfem)
	REGISTER_Element (Q9PlaneStress2d)
	REGISTER_Element (QPlaneStress2d)
	REGISTER_Element (QPlaneStressPhF2d)
	REGISTER_Element (QPlaneStress2dSlip)
	REGISTER_Element (QTrPlaneStress2dXFEM)
	REGISTER_Element (QTrPlaneStress2d)
	REGISTER_Element (QTrPlaneStress2dSlip)
	REGISTER_Element (TrPlanestressRotAllman)
	REGISTER_Element (TrPlanestressRotAllman3d)
	REGISTER_Element (TrPlaneStrRot)
	REGISTER_Element (TrPlaneStrRot3d)
	REGISTER_Element (TrPlaneStress2d)
	REGISTER_Element (TrPlaneStress2dXFEM)
	REGISTER_Element (CCTPlate)
	REGISTER_Element (DKTPlate)
	REGISTER_Element (DKTPlate3d)
	REGISTER_Element (QDKTPlate)
	REGISTER_Element (Quad1Mindlin)
	REGISTER_Element (Quad1PlateSubSoil)
	REGISTER_Element (Quad2PlateSubSoil)
	REGISTER_Element (CCTPlate3d)
	REGISTER_Element (MITC4Shell)
	REGISTER_Element (Quad1MindlinShell3D)
	REGISTER_Element (RerShell)
	REGISTER_Element (SolidShell)
	REGISTER_Element (Tr2Shell7)
	REGISTER_Element (Tr2Shell7PhFi)
	REGISTER_Element (Tr2Shell7XFEM)
	REGISTER_Element (TR_SHELL01)
	REGISTER_Element (TR_SHELL02)
	REGISTER_Element (TR_SHELL11)
	REGISTER_Element (SpringElement)
	REGISTER_Element (tet21ghostsolid)
	REGISTER_Element (Tria1PlateSubSoil)
	REGISTER_Element (Tria2PlateSubSoil)
	REGISTER_Element (Tr_Warp)
	REGISTER_EngngModel (AdaptiveLinearStatic)
	REGISTER_EngngModel (AdaptiveNonLinearStatic)
	REGISTER_EngngModel (DEIDynamic)
	REGISTER_EngngModel (DIIDynamic)
	REGISTER_EngngModel (EigenValueDynamic)
	REGISTER_EngngModel (FreeWarping)
	REGISTER_EngngModel (IncrementalLinearStatic)
	REGISTER_EngngModel (LinearStability)
	REGISTER_EngngModel (LinearStatic)
	REGISTER_EngngModel (NlDEIDynamic)
	REGISTER_EngngModel (NonLinearDynamic)
	REGISTER_EngngModel (NonLinearStatic)
	REGISTER_EngngModel (Pdelta)
	REGISTER_EngngModel (QClinearStatic)
	REGISTER_EngngModel (StaticStructural)
	REGISTER_EngngModel (StructuralMaterialEvaluator)
	REGISTER_ErrorEstimator (CombinedZZSIErrorEstimator, EET_CZZSI)
	REGISTER_ErrorEstimator (HuertaErrorEstimator, EET_HEE)
	REGISTER_ErrorEstimator (ScalarErrorIndicator, EET_SEI)
	REGISTER_ErrorEstimator (ZZErrorEstimator, EET_ZZEE)
	REGISTER_ExportModule (CrackExportModule)
	REGISTER_ExportModule (DofManExportModule)
	REGISTER_ExportModule (GnuplotExportModule)
	REGISTER_ExportModule (POIExportModule)
	REGISTER_SparseLinSolver (FETISolver, ST_Feti)
	REGISTER_InitModule (GPInitModule)
	REGISTER_Element (IntElLine1PF)
	REGISTER_BoundaryCondition (ConstantPressureLoad)
	REGISTER_BoundaryCondition (ExternalTemperatureFieldLoad)
	REGISTER_BoundaryCondition (RotatingBoundary)
	REGISTER_BoundaryCondition (StructuralEigenstrainLoad)
	REGISTER_BoundaryCondition (StructuralTemperatureLoad)
	REGISTER_BoundaryCondition (TF1)
	REGISTER_BoundaryCondition (UserDefinedTemperatureField)
	REGISTER_Material (IsotropicAsymmetric1DMaterial)
	REGISTER_Material (AbaqusUserMaterial)
	REGISTER_Material (AnisotropicDamageMaterial)
	REGISTER_Material (AnisotropicLinearElasticMaterial)
	REGISTER_Material (TrabBone3D)
	REGISTER_Material (TrabBoneEmbed)
	REGISTER_Material (TrabBoneGrad3D)
	REGISTER_Material (TrabBoneMaterial)
	REGISTER_Material (TrabBoneNL)
	REGISTER_Material (TrabBoneNL3D)
	REGISTER_Material (TrabBoneNLEmbed)
	REGISTER_Material (CompoDamageMat)
	REGISTER_Material (Concrete2)
	REGISTER_Material (Concrete3)
	REGISTER_Material (ConcreteDPM)
	REGISTER_Material_Alt (ConcreteDPM, concreteidp)
	REGISTER_Material (ConcreteDPM2)
	REGISTER_Material (ConcreteFCM)
	REGISTER_Material (ConcreteFCMViscoElastic)
	REGISTER_Material (FRCFCM)
	REGISTER_Material (FRCFCMNL)
	REGISTER_Material (IsotropicDamageMaterial1)
	REGISTER_Material (IsotropicGradientDamageMaterial)
	REGISTER_Material (IDNLMaterial)
	REGISTER_Material (MazarsMaterial)
	REGISTER_Material (MazarsNLMaterial)
	REGISTER_Material (DruckerPragerCutMat)
	REGISTER_Material (DruckerPragerPlasticitySM)
	REGISTER_Material (DustMaterial)
	REGISTER_Material (BlatzKoMaterial)
	REGISTER_Material (HyperelasticMaterial1d)
	REGISTER_Material (MooneyRivlinCompressibleMaterial)
	REGISTER_Material (OgdenCompressibleMaterial)
	REGISTER_Material (SimoPisterMaterial)
	REGISTER_Material (BondCEBMaterial)
	REGISTER_Material (CohesiveInterfaceMaterial)
	REGISTER_Material (IsoInterfaceDamageMaterial)
	REGISTER_Material (IsoInterfaceDamageMaterial_2)
	REGISTER_Material (SimpleInterfaceMaterial)
	REGISTER_Material (IntMatBilinearCZElastic)
	REGISTER_Material (IntMatBilinearCZFagerstrom)
	REGISTER_Material (IntMatBilinearCZFagerstromRate)
	REGISTER_Material (IntMatBilinearCZJansson)
	REGISTER_Material (IntMatBilinearCZ)
	REGISTER_Material (IntMatCoulombContact)
	REGISTER_Material (IntMatDummyCZ)
	REGISTER_Material (IntMatElastic)
	REGISTER_Material (IntMatIsoDamage)
	REGISTER_Material (IntMatIsoDamageTable)
	REGISTER_Material (IntMatPhaseField)
	REGISTER_Material (LinkSlip)
	REGISTER_Material (Masonry02)
	REGISTER_Material (CebFipSlip90Material)
	REGISTER_Material (IsotropicLinearElasticMaterial)
	REGISTER_Material (J2Mat)
	REGISTER_Material (LatticeBondPlasticity)
	REGISTER_Material (LatticeDamage)
	REGISTER_Material (LatticeDamageViscoelastic)
	REGISTER_Material (LatticeLinearElastic)
	REGISTER_Material (LatticePlasticityDamage)
	REGISTER_Material (LatticePlasticityDamageViscoelastic)
	REGISTER_Material (LatticeSlip)
	REGISTER_Material (LatticeViscoelastic)
	REGISTER_Material (LargeStrainMasterMaterial)
	REGISTER_Material (LargeStrainMasterMaterialGrad)
	REGISTER_Material (M4Material)
	REGISTER_Material (MDM)
	REGISTER_Material (MFrontUserMaterial)
	REGISTER_Material (MicroMaterial)
	REGISTER_Material (M1Material)
	REGISTER_Material (MisesMat)
	REGISTER_Material (MisesMatGrad)
	REGISTER_Material (MisesMatNl)
	REGISTER_Material (J2MPlasticMaterial)
	REGISTER_Material (J2plasticMaterial)
	REGISTER_Material (RankinePlasticMaterial)
	REGISTER_Material (Steel1)
	REGISTER_Material (OrthotropicLinearElasticMaterial)
	REGISTER_Material (RankineMat)
	REGISTER_Material (RankineMatGrad)
	REGISTER_Material (RankineMatNl)
	REGISTER_Material (RCSDMaterial)
	REGISTER_Material (RCSDEMaterial)
	REGISTER_Material (RCSDNLMaterial)
	REGISTER_Material (B3Material)
	REGISTER_Material (B3SolidMaterial)
	REGISTER_Material (CebFip78Material)
	REGISTER_Material (DoublePowerLawMaterial)
	REGISTER_Material (Eurocode2CreepMaterial)
	REGISTER_Material (MPSMaterial)
	REGISTER_Material (MPSDamMaterial)
	REGISTER_Material (SimpleVitrificationMaterial)
	REGISTER_Material (SteelRelaxMat)
	REGISTER_Material (StructuralMaterialSettable)
	REGISTER_Material (StructuralFE2Material)
	REGISTER_Material (StructuralPythonMaterial)
	REGISTER_Material (StructuralSlipFE2Material)
	REGISTER_Material (TutorialMaterial)
	REGISTER_Material (WinklerMaterial)
	REGISTER_Material (WinklerPasternakMaterial)
	REGISTER_DofManager (Particle)
	REGISTER_NonlocalBarrier (PolylineNonlocalBarrier)
	REGISTER_BoundaryCondition (PrescribedDispSlipBCDirichletRC)
	REGISTER_BoundaryCondition (PrescribedDispSlipBCNeumannRC)
	REGISTER_BoundaryCondition (PrescribedDispSlipMultiple)
	REGISTER_BoundaryCondition (PrescribedGradientMultiple)
	REGISTER_ExportModule (QuasicontinuumVTKXMLExportModule)
	REGISTER_NonlocalBarrier (SymmetryBarrier)
	REGISTER_BoundaryCondition (TransverseReinfConstraint)
	REGISTER_EnrichmentItem (Crack)
	REGISTER_EnrichmentItem (Delamination)
	REGISTER_EnrichmentItem (ShellCrack)
	REGISTER_NucleationCriterion (NCPrincipalStrain)
	REGISTER_NucleationCriterion (NCPrincipalStress)
	REGISTER_PropagationLaw (PLCZdamageRadius)
	REGISTER_PropagationLaw (PLHoopStressCirc)
	REGISTER_PropagationLaw (PLMaterialForce)
	REGISTER_PropagationLaw (PLPrincipalStrain)
	REGISTER_XfemManager (XfemStructureManager)
	REGISTER_BoundaryCondition (GravityPressure)
	REGISTER_BoundaryCondition (TransportGradientDirichlet)
	REGISTER_BoundaryCondition (TransportGradientNeumann)
	REGISTER_BoundaryCondition (TransportGradientPeriodic)
	REGISTER_Element (Brick1_ht)
	REGISTER_Element (Brick1_hmt)
	REGISTER_Element (Brick1_mt)
	REGISTER_Element (Lattice2d_mt)
	REGISTER_Element (Lattice3d_mt)
	REGISTER_Element (Line1_ht)
	REGISTER_Element (Line1_hmt)
	REGISTER_Element (Line1_mt)
	REGISTER_Element (QBrick1_ht)
	REGISTER_Element (QBrick1_hmt)
	REGISTER_Element (QBrick1_mt)
	REGISTER_Element (QQuad1_ht)
	REGISTER_Element (QQuad1_hmt)
	REGISTER_Element (QQuad1_mt)
	REGISTER_Element (Quad1_ht)
	REGISTER_Element (Quad1_hmt)
	REGISTER_Element (Quad1_mt)
	REGISTER_Element (QuadAxisym1_ht)
	REGISTER_Element (QuadAxisym1_hmt)
	REGISTER_Element (QuadAxisym1_mt)
	REGISTER_Element (QWedge_ht)
	REGISTER_Element (Tetrah1_ht)
	REGISTER_Element (Tetrah1_hmt)
	REGISTER_Element (Tr1_ht)
	REGISTER_Element (Tr1_hmt)
	REGISTER_Element (Tr1_mt)
	REGISTER_Element (Tr1Darcy)
	REGISTER_Element (TrAxisym1_ht)
	REGISTER_Element (TrAxisym1_hmt)
	REGISTER_Element (TrAxisym1_mt)
	REGISTER_Element (Wedge_ht)
	REGISTER_EngngModel (NLTransientTransportProblem)
	REGISTER_EngngModel (NonStationaryTransportProblem)
	REGISTER_EngngModel (StationaryTransportProblem)
	REGISTER_EngngModel (TransientTransportProblem)
	REGISTER_Material (AnisotropicMassTransferMaterial)
	REGISTER_Material (BazantNajjarMoistureTransferMaterial)
	REGISTER_Material (CemhydMat)
void	free_vector (float *v, int nl)
void	free_ivector (int *v, int nl)
void	free_dvector (double *v, int nl)
void	free_matrix (float **m, int nrl, int nrh, int ncl)
void	free_dmatrix (double **m, int nrl, int nrh, int ncl)
void	free_imatrix (int **m, int nrl, int nrh, int ncl)
void	free_submatrix (float *b, int nrl)
void	free_convert_matrix (float **b, int nrl)
	REGISTER_Material (HeMoBazNajMaterial)
	REGISTER_Material (HeMoKunzelMaterial)
	REGISTER_Material (HeMoTKMaterial)
	REGISTER_Material (HydratingConcreteMat)
	REGISTER_Material (HydratingHeMoMaterial)
	REGISTER_Material (HydratingIsoHeatMaterial)
	REGISTER_Material (IsotropicHeatTransferMaterial)
	REGISTER_Material (IsotropicLinMoistureTransferMaterial)
	REGISTER_Material (LatticeTransportMaterial)
	REGISTER_Material (NlIsoMoistureMaterial)
	REGISTER_Material (NonlinearMassTransferMaterial)
	REGISTER_Material (RVEStokesFlow)
	REGISTER_Material (TwoPhaseMaterial)
	REGISTER_CrossSection (SimpleTransportCrossSection)
IML compatibility: operators
FloatArray &	operator*= (FloatArray &x, const double &a)
	Vector multiplication by scalar.
FloatArray	operator* (const double &a, const FloatArray &x)
FloatArray	operator* (const FloatArray &x, const double &a)
FloatArray	operator+ (const FloatArray &x, const FloatArray &y)
FloatArray	operator- (const FloatArray &x, const FloatArray &y)
FloatArray &	operator+= (FloatArray &x, const FloatArray &y)
FloatArray &	operator-= (FloatArray &x, const FloatArray &y)
IML compatibility: functions
FloatArray &	operator/= (FloatArray &x, const double &a)
double	dot (const FloatArray &x, const FloatArray &y)
double	distance (const FloatArray &x, const FloatArray &y)
double	distance_square (const FloatArray &x, const FloatArray &y)
double	norm (const FloatArray &x)
double	norm_square (const FloatArray &x)
bool	isfinite (const FloatArray &x)
bool	iszero (const FloatArray &x)
double	sum (const FloatArray &x)
double	product (const FloatArray &x)
OOFEM_EXPORT FloatArray	operator/ (const FloatArray &x, const double &a)
OOFEM_EXPORT FloatArray	operator/ (const double &a, const FloatArray &x)
static FloatArray	Vec1 (const double &a)
static FloatArray	Vec2 (const double &a, const double &b)
static FloatArray	Vec3 (const double &a, const double &b, const double &c)
static FloatArray	Vec4 (const double &a, const double &b, const double &c, const double &d)
static FloatArray	Vec5 (const double &a, const double &b, const double &c, const double &d, const double &e)
static FloatArray	Vec6 (const double &a, const double &b, const double &c, const double &d, const double &e, const double &f)
static FloatArray	Vec7 (const double &a, const double &b, const double &c, const double &d, const double &e, const double &f, const double &g)
static FloatArray	Vec8 (const double &a, const double &b, const double &c, const double &d, const double &e, const double &f, const double &g, const double &h)
static FloatArray	Vec9 (const double &a, const double &b, const double &c, const double &d, const double &e, const double &f, const double &g, const double &h, const double &i)
static FloatArray	VecX (std::initializer_list< double > ini)
template<std::size_t N>
double	trace (const FloatMatrixF< N, N > &mat)
template<std::size_t N>
double	frobeniusNorm (const FloatMatrixF< N, N > &mat)
template<std::size_t N>
double	norm (const FloatMatrixF< N, N > &mat, int p=1)
template<std::size_t N>
double	rcond (const FloatMatrixF< N, N > &mat, int p=1)
double	det (const FloatMatrixF< 2, 2 > &mat)
	Computes the determinant.
double	det (const FloatMatrixF< 3, 3 > &mat)
	Computes the determinant.
FloatMatrixF< 2, 2 >	inv_22 (const FloatMatrixF< 2, 2 > &mat, double)
	Computes the inverse.
FloatMatrixF< 3, 3 >	inv_33 (const FloatMatrixF< 3, 3 > &mat, double)
	Computes the inverse.
template<std::size_t N>
FloatMatrixF< N, N >	inv (const FloatMatrixF< N, N > &mat, double zeropiv=1e-24)
	Computes the inverse.
template<std::size_t N>
std::pair< FloatArrayF< N >, FloatMatrixF< N, N > >	eig (const FloatMatrixF< N, N > &mat, int nf=9)
template<std::size_t N>
std::pair< FloatArrayF< N >, FloatMatrixF< N, N > >	eig_inverse (const FloatMatrixF< N, N > &mat)
template<std::size_t N>
void	orthogonalize (std::array< FloatArrayF< N >, N > &x)
template<std::size_t N>
std::pair< bool, FloatArrayF< N > >	solve_check (FloatMatrixF< N, N > mtrx, const FloatArrayF< N > &b, double zeropiv=1e-20)
template<std::size_t N>
FloatArrayF< N >	solve (FloatMatrixF< N, N > mtrx, const FloatArrayF< N > &b, double zeropiv=1e-20)
template<std::size_t N, std::size_t M>
FloatMatrixF< N, M >	solve (FloatMatrixF< N, N > mtrx, const FloatMatrixF< N, M > &B, double zeropiv=1e-20)

Variables
bool	warningIsError =false
const FloatArrayF< 6 >	I6 {1., 1., 1., 0., 0., 0.}
	I expressed in Voigt form.
const FloatMatrixF< 6, 6 >	I_dev6
	I_dev matrix in Voigt (stress) form.
const FloatMatrixF< 6, 6 >	I6_I6
	I(x)I expressed in Voigt form.
int	iOffsets_full []
int	jOffsets_full []
bool	is_diag []
int	iOffsets []
int	jOffsets []
int	icalcOffsets []
int	jcalcOffsets []
static constexpr int	maxMsgLen =80
InterpolationCatalogueType	interpolationCatalogue
Logger	oofem_logger (Logger ::LOG_LEVEL_INFO)
template class OOFEM_EXPORT	ModuleManager< ExportModule >
const int	nLayers = 5
const double	disturB = 1e-8
const double	DISC_DOF_SCALE_FAC = 1.0
static bool	masterRun = true
static bool	exactFlag = false
static bool	wholeFlag = false
static bool	huertaFlag = false
double	exactENorm
double	coarseUNorm
double	fineUNorm
double	mixedNorm
static int	finePos
static FloatArray	exactFineError
static FloatArray	exactCoarseError
static DynamicDataReader	refinedReader ("huerta")
static int	impCSect
static int	perCSect
static FloatArray	impPos
static int	globalNelems
const double	tolerance = 1.0e-12
Input fields for Set
Set	dummySet (0, nullptr)

Macros for registering new components. Unique dummy variables must be created as a result (design flaw in C++).
ClassFactory &	classFactory = GiveClassFactory()
ClassFactory &	GiveClassFactory ()

Detailed Description

Todo

We shouldn't have this for assembling vectors or matrices(!) / Mikael

This class contains a Neumann type boundary condition given as

\[ t=p+g\cdot[x-\bar{x}]\otimes n \]

where \( p \) is a prescribed constant (eg pressure), \( g \) is the gradient (pressure gradient), \( x \) is the coordinate, \( \bar{x} \) is the centre of the structure and $n$ is the outward pointing normal.

Functions providing basic operations with tensors based on FTensor library It provides transformation from the second and fourth order tensors in 3d to FloatArrayF<9> and FloatArray<9,9> It provides calculation of determinant, cofactor, inverse, and tensor cross product More to be added gradually

Author

Martin Horak

Class representing user defined Dirichlet boundary conditions. The boundary condition is specified in a Python function with the syntax

def giveUserDefBC(coord, iDofNum, time):

where coord is the node coordinate, iDofNum is the dof number, i.e. 1 for D_u, 2 D_v and so on. The time argument is the target time (the time at the end of the time step).

The Python function should return the prescribed value in the node.

When the boundary condition is created in the input file, the file name of the Python function needs to be specified under the filename keyword. Use lower case letters in the file name!

Status: experimental.

Date

Aug 7, 2013

Author

Erik Svenning

Multiphysics module Classes:

• ElementBase(Element) defining geometry
• Variable class representing unknown field (or test feld) in a weak psolution. The variable has its interpolation, type (scalar, vector), size. When test field, it keeps reference to its primary (unknown) variable. The history parameter dermines how many time steps to remember.
• Term class represnting a term to evaluate on element. Paramaters element(geometry), variables

• Element - responsible for defining and performing integration (of terms), assembly of term contributions.

  Todo

  Replace abort() with OOFEM_ERROR

Crack.

Author

Jim Brouzoulis

Date

July 29, 2014

This class implements the base of a special transport lattice element following the concepts orginally developed by John Bolander. In this lattice framework, elements are pipes used for either heat transfer or mass transport. In this base class common interfaces of derived elements are defined.

Typedef Documentation

ComBuff_BYTE_TYPE

typedef char oofem::ComBuff_BYTE_TYPE

Type with size equal to one byte (sizeof (ComBuff_BYTE_TYPE) should be 1). Communication buffer buffer member is of this type.

Definition at line 68 of file combuff.h.

ContextMode

typedef long oofem::ContextMode

Context mode (mask), defining the type of information written/read to/from context

Definition at line 43 of file contextmode.h.

fcomplex_cem

typedef struct oofem::FCOMPLEX oofem::fcomplex_cem

FieldPtr

typedef std::shared_ptr<Field> oofem::FieldPtr

Definition at line 78 of file field.h.

Index

typedef int oofem::Index

Definition at line 73 of file numerics.h.

InputFieldType

typedef const char* oofem::InputFieldType

Identifier of fields in input records.

Definition at line 59 of file inputrecord.h.

IntegrationPoint

typedef GaussPoint oofem::IntegrationPoint

Definition at line 272 of file gausspoint.h.

StateCounterType

typedef long oofem::StateCounterType

StateCounterType type used to indicate solution state.

Definition at line 40 of file statecountertype.h.

StressStrainMatMode

typedef MaterialMode oofem::StressStrainMatMode

Definition at line 42 of file stressstrainbasevector.h.

Enumeration Type Documentation

basisType

enum oofem::basisType

Enumerator
monomial
trigonometric
legendre

Definition at line 69 of file weakperiodicbc.h.

bcGeomType

enum oofem::bcGeomType

Type representing the geometric character of loading.

Enumerator
UnknownBGT	Unknown type.
NodalLoadBGT	Concentrated nodal load.
BodyLoadBGT	Distributed body load.
EdgeLoadBGT	Distributed edge load.
SurfaceLoadBGT	Distributed surface load.
PointLoadBGT	Concentrated point load (placed anywhere).
GravityPressureBGT	Pressure due to distributed body load.

Definition at line 40 of file bcgeomtype.h.

bcType

enum oofem::bcType

Type representing the type of bc.

Enumerator
UnknownBT	Unknown.
DirichletBT	Prescribed value.
TransmissionBC	Neumann type (prescribed flux).
ConvectionBC	Newton type - transfer coefficient.
SlipWithFriction
PenetrationWithResistance
OutFlowBC
RadiationBC	Stefan-Boltzmann law.

Definition at line 40 of file bctype.h.

bcValType

enum oofem::bcValType

Type determining the type of general boundary condition.

Enumerator
UnknownBVT
TemperatureBVT
ForceLoadBVT
PressureBVT
HumidityBVT
VelocityBVT
DisplacementBVT
EigenstrainBVT
ReinforceBVT

Definition at line 40 of file bcvaltype.h.

boundingSphereStatus

enum oofem::boundingSphereStatus

Enumerator
SphereOutsideCell
SphereInsideCell
SphereContainsCell

Definition at line 72 of file octreelocalizert.h.

CharTensor [1/5]

enum oofem::CharTensor

Enumerator
LocalStrainTensor
GlobalStrainTensor
LocalCurvatureTensor
GlobalCurvatureTensor
LocalForceTensor
GlobalForceTensor
LocalMomentTensor
GlobalMomentTensor
LocalStrainTensor
GlobalStrainTensor
LocalCurvatureTensor
GlobalCurvatureTensor
LocalForceTensor
GlobalForceTensor
LocalMomentTensor
GlobalMomentTensor
LocalStrainTensor
GlobalStrainTensor
LocalCurvatureTensor
GlobalCurvatureTensor
LocalForceTensor
GlobalForceTensor
LocalMomentTensor
GlobalMomentTensor
LocalStrainTensor
GlobalStrainTensor
LocalCurvatureTensor
GlobalCurvatureTensor
LocalForceTensor
GlobalForceTensor
LocalMomentTensor
GlobalMomentTensor
LocalStrainTensor
GlobalStrainTensor
LocalForceTensor
GlobalForceTensor

Definition at line 45 of file trplanestressrotallman3d.h.

CharTensor [2/5]

enum oofem::CharTensor

Enumerator
LocalStrainTensor
GlobalStrainTensor
LocalCurvatureTensor
GlobalCurvatureTensor
LocalForceTensor
GlobalForceTensor
LocalMomentTensor
GlobalMomentTensor
LocalStrainTensor
GlobalStrainTensor
LocalCurvatureTensor
GlobalCurvatureTensor
LocalForceTensor
GlobalForceTensor
LocalMomentTensor
GlobalMomentTensor
LocalStrainTensor
GlobalStrainTensor
LocalCurvatureTensor
GlobalCurvatureTensor
LocalForceTensor
GlobalForceTensor
LocalMomentTensor
GlobalMomentTensor
LocalStrainTensor
GlobalStrainTensor
LocalCurvatureTensor
GlobalCurvatureTensor
LocalForceTensor
GlobalForceTensor
LocalMomentTensor
GlobalMomentTensor
LocalStrainTensor
GlobalStrainTensor
LocalForceTensor
GlobalForceTensor

Definition at line 45 of file trplanrot3d.h.

CharTensor [3/5]

enum oofem::CharTensor

Enumerator
LocalStrainTensor
GlobalStrainTensor
LocalCurvatureTensor
GlobalCurvatureTensor
LocalForceTensor
GlobalForceTensor
LocalMomentTensor
GlobalMomentTensor
LocalStrainTensor
GlobalStrainTensor
LocalCurvatureTensor
GlobalCurvatureTensor
LocalForceTensor
GlobalForceTensor
LocalMomentTensor
GlobalMomentTensor
LocalStrainTensor
GlobalStrainTensor
LocalCurvatureTensor
GlobalCurvatureTensor
LocalForceTensor
GlobalForceTensor
LocalMomentTensor
GlobalMomentTensor
LocalStrainTensor
GlobalStrainTensor
LocalCurvatureTensor
GlobalCurvatureTensor
LocalForceTensor
GlobalForceTensor
LocalMomentTensor
GlobalMomentTensor
LocalStrainTensor
GlobalStrainTensor
LocalForceTensor
GlobalForceTensor

Definition at line 46 of file dkt3d.h.

CharTensor [4/5]

enum oofem::CharTensor

Enumerator
LocalStrainTensor
GlobalStrainTensor
LocalCurvatureTensor
GlobalCurvatureTensor
LocalForceTensor
GlobalForceTensor
LocalMomentTensor
GlobalMomentTensor
LocalStrainTensor
GlobalStrainTensor
LocalCurvatureTensor
GlobalCurvatureTensor
LocalForceTensor
GlobalForceTensor
LocalMomentTensor
GlobalMomentTensor
LocalStrainTensor
GlobalStrainTensor
LocalCurvatureTensor
GlobalCurvatureTensor
LocalForceTensor
GlobalForceTensor
LocalMomentTensor
GlobalMomentTensor
LocalStrainTensor
GlobalStrainTensor
LocalCurvatureTensor
GlobalCurvatureTensor
LocalForceTensor
GlobalForceTensor
LocalMomentTensor
GlobalMomentTensor
LocalStrainTensor
GlobalStrainTensor
LocalForceTensor
GlobalForceTensor

Definition at line 46 of file cct3d.h.

CharTensor [5/5]

enum oofem::CharTensor

Enumerator
LocalStrainTensor
GlobalStrainTensor
LocalCurvatureTensor
GlobalCurvatureTensor
LocalForceTensor
GlobalForceTensor
LocalMomentTensor
GlobalMomentTensor
LocalStrainTensor
GlobalStrainTensor
LocalCurvatureTensor
GlobalCurvatureTensor
LocalForceTensor
GlobalForceTensor
LocalMomentTensor
GlobalMomentTensor
LocalStrainTensor
GlobalStrainTensor
LocalCurvatureTensor
GlobalCurvatureTensor
LocalForceTensor
GlobalForceTensor
LocalMomentTensor
GlobalMomentTensor
LocalStrainTensor
GlobalStrainTensor
LocalCurvatureTensor
GlobalCurvatureTensor
LocalForceTensor
GlobalForceTensor
LocalMomentTensor
GlobalMomentTensor
LocalStrainTensor
GlobalStrainTensor
LocalForceTensor
GlobalForceTensor

Definition at line 56 of file mitc4.h.

CharType

enum oofem::CharType

Enumerator
CharType_DEF

Definition at line 141 of file chartype.h.

CommBuffType

enum oofem::CommBuffType

Todo

Document this

Enumerator
CBT_static
CBT_dynamic

Definition at line 40 of file commbufftype.h.

CommunicatorMode

enum oofem::CommunicatorMode

The communicator mode determines the communication.

Enumerator
CommMode_Static	The mode can be static, meaning that each node can assemble its communication maps independently (or by independent communication). This implies that the size of communication buffers is known in advance. Also if no data are planned to send to remote node, there is no communication with this node (both sender and receiver know that there will be no data to send).
CommMode_Dynamic	(Dynamic) In this case the communication pattern and the amount of data sent between nodes is not known in advance. This requires to use dynamic (packeted) buffering.

Definition at line 42 of file communicatormode.h.

ContactProcess

enum class oofem::ContactProcess

strong

Boundary condition class for structural penalty contact. Maintains set of corresponding pairs of nodes and segments that are checked for contact. However, the sets should be move to contact search algorithm in the near future.

Author

Martin Horák, nitra.nosp@m.mkar.nosp@m.oh@se.nosp@m.znam.nosp@m..cz @Note References: Tod A. Laursen: Computational Contact and Impact Mechanics: Fundamentals of Modeling Interfacial Phenomena in Nonlinear Finite Element Analysis

Tasks: calculating contact contributions to the stiffness matrix and to the force vector Currently, only normal contact is working Frictional contact is under development

Enumerator
None
Sticking
Sliding

Definition at line 79 of file structuralpenaltycontactbc.h.

ContextFileMode

enum oofem::ContextFileMode

Determines the input/output mode of context file.

Enumerator
contextMode_read	Context file is opened for reading.
contextMode_write	Context mode is opened for writing, if not exist is created, otherwise it will be truncated.

Definition at line 40 of file contextfilemode.h.

contextIOResultType

enum oofem::contextIOResultType

Enumerator
CIO_OK	OK.
CIO_BADVERSION	Incompatible context file.
CIO_BADOBJ	Bad object passed.
CIO_IOERR	General IO error.

Definition at line 39 of file contextioresulttype.h.

ContextOutputMode

enum oofem::ContextOutputMode

Enumerator
COM_NoContext	No context.
COM_Always	Enable for post-processing.
COM_Required	If required (for backtracking computation).
COM_UserDefined	Input attribute of domain (each n-th step).

Definition at line 39 of file contextoutputmode.h.

ConvergedReason

enum oofem::ConvergedReason

Typedef to determine reason for a solver to have converged or diverged

Enumerator
CR_UNKNOWN
CR_CONVERGED
CR_DIVERGED_ITS
CR_DIVERGED_TOL
CR_FAILED

Definition at line 41 of file convergedreason.h.

CrossSectExtension

enum oofem::CrossSectExtension

Type representing cross section extension for run time testing.

Enumerator
CS_StructuralCapability	Structural capability.
CS_StructuralInterfaceCapability	Structural interface capability.
CS_HeatCapability	Heat capability.
CS_LatticeStructuralCapability	Structural lattice capability.

Definition at line 40 of file crosssectextension.h.

CrossSectionProperty

enum oofem::CrossSectionProperty

List of properties possibly stored in a cross section.

Enumerator
CS_Thickness	Thickness.
CS_Width	Width.
CS_BeamShearCoeff	Shear coefficient of beam.
CS_Area	Area.
CS_InertiaMomentY	Moment of inertia around y-axis.
CS_InertiaMomentZ	Moment of inertia around z-axis.
CS_TorsionConstantX	Saint-Venant torsional constant (J).
CS_ShearAreaY	Shear area in y direction.
CS_ShearAreaZ	Shear area in z direction.
CS_DrillingStiffness	Penalty stiffness for drilling DOFs.
CS_RelDrillingStiffness	Relative penalty stiffness for drilling DOFs.
CS_DrillingType	Type of artificially added drilling stiffness for drilling DOFs.
CS_TopZCoord	Top z coordinate.
CS_BottomZCoord	Bottom z coordinate.
CS_NumLayers	Number of layers that makes up the cross section.
CS_DirectorVectorX	Director vector component in x-axis.
CS_DirectorVectorY	Director vector component in y-axis.
CS_DirectorVectorZ	Director vector component in z-axis.

Definition at line 58 of file crosssection.h.

CS_type

enum oofem::CS_type

Coordinate system type.

Enumerator
unknownCS	Unknown coordinate system.
localCS	Coordinate system of principal axes is specified in global coordinate system (general).
shellCS	coordinate system of principal axes is specified in shell coordinate system this is defined as follows: principal z-axis is perpendicular to mid-section * x-axis is perpendicular to z-axis and normal to user specified vector n. (so x-axis is parallel to plane, with n being normal to this plane). y-axis is then perpendicular both to x and z axes. Note This definition of cs is valid only for plates and shells when vector n is parallel to z-axis an error occurs and program is terminated.

Definition at line 70 of file ortholinearelasticmaterial.h.

DofIDItem

enum oofem::DofIDItem

Type representing particular dof type. Values of this type describe the physical meaning of available DOFs.

Note

{The implementation of Node::computeGNTransformation rely on D_u, D_v and D_w (R_u, R_v, R_w) order. Do not change their order and do not insert any values between these values.}

Enumerator
MaxDofID

Definition at line 115 of file dofiditem.h.

dofManagerParallelMode

enum oofem::dofManagerParallelMode

In parallel mode, this type indicates the mode of DofManager.

Enumerator
DofManager_local	DofManager is local, there are no contribution from other domains to this DofManager.
DofManager_shared	DofManager is shared by neighboring partitions, it is necessary to sum contributions from all contributing domains. Typical for node cut algorithm.
DofManager_remote	DofManager in active domain is only mirror of some remote DofManager. It is necessary to copy remote values into local ones. Typical for element cut.
DofManager_null	DofManager in active domain is shared only by remote elements (these are only introduced for nonlocal constitutive model to allow effective local averaging, so only local material value to be averaged are transferred for these remote elements). Null nodes are therefore used only for computing real integration point coordinates of remote elements and there is no reason to maintain their unknowns (they have no equation number assigned).

Definition at line 66 of file dofmanager.h.

DofManTransfType

enum oofem::DofManTransfType

Enumerative type, used to specify type of transformation required from dofManager (node). Then global vector \( f_g \) can be obtained by following operation \( f_g = T\cdot f_n\), where \(T\) is transformation matrix and \(f_n\) is vector expressed in nodal coordinate system.

Enumerator
_toGlobalCS	Transformation from global c.s in node to node-dependent coordinate system.
_toNodalCS	Transformation from node-dependent coordinate system to global coordinate system in node.

Definition at line 45 of file dofmantransftype.h.

dofType

enum oofem::dofType

Dof Type, determines the type of DOF created.

Enumerator
dofType_DEF

Definition at line 48 of file doftype.h.

domainType

enum oofem::domainType

Enumerator
domainType_DEF

Definition at line 68 of file domaintype.h.

DrawMode

enum oofem::DrawMode

Enumerator
unknown
rawGeometry
deformedGeometry
eigenVectorGeometry
nodeAnnotation
appliedPrimaryBc
internalStateBegin
mxForce
myForce
mzForce
myzForce
mzxForce
mxyForce
sxForce
syForce
szForce
syzForce
szxForce
sxyForce
yieldState
crackedState
stressErrorState
requiredAdaptiveMeshSizeState
damageLevel
errorIndicatorLevel
relativeMeshSizeDensity
temperatureField
massConcentration1Field
velocityField
pressureField
vofField
densityField
hydrationDegreeState
humidityState
internalStateEnd

Definition at line 39 of file drawmode.h.

EE_ErrorMode

enum oofem::EE_ErrorMode

Type determining whether temporary or equilibrated variables are used for error evaluation.

Enumerator
equilibratedEM
temporaryEM

Definition at line 69 of file errorestimator.h.

EE_ErrorType

enum oofem::EE_ErrorType

Type characterizing different type of element errors.

Enumerator
unknownET
indicatorET
internalStressET
primaryUnknownET

Definition at line 67 of file errorestimator.h.

EE_ValueType

enum oofem::EE_ValueType

Type characterizing different type of errors.

Enumerator
relativeErrorEstimateEEV
globalNormEEV
globalErrorEEV
globalWeightedErrorEEV

Definition at line 65 of file errorestimator.h.

Element_Geometry_Type

enum oofem::Element_Geometry_Type

Enumerative type used to classify element geometry Possible values are: EGT_point - point in space EGT_line_1 - line elements with two nodes 1----—2 EGT_line_2 - line element with three nodes 1—3—2 EGT_triangle_1 - triangle element with three nodes EGT_triangle_2 - triangle element with 6 nodes 3 6 5 1 4 2

EGT_quad_1 - quadrialateral with 4 nodes EGT_quad_2 - quadrialateral with 8 nodes EGT_tetra_1 - tetrahedron with 4 nodes EGT_tetra_2 - tetrahedron with 10 nodes EGT_hexa_1 - hexahedron with 8 nodes EGT_hexa_2 - hexahedron with 20 nodes EGT_hexa_27 - hexahedron with 27 nodes

Enumerator
Element_Geometry_Type_DEF

Definition at line 82 of file elementgeometrytype.h.

ElementCharSizeMethod

enum oofem::ElementCharSizeMethod

Enumerator
ECSM_Unknown
ECSM_SquareRootOfArea
ECSM_Projection
ECSM_ProjectionCentered
ECSM_Oliver1
ECSM_Oliver1modified
ECSM_Oliver2

Definition at line 210 of file internalstatetype.h.

ElementExtension

enum oofem::ElementExtension

Type representing element extension.

Enumerator
Element_SurfaceLoadSupport	Element extension for surface loads.
Element_EdgeLoadSupport	Element extension for edge loads.

Definition at line 42 of file elementextension.h.

elementParallelMode

enum oofem::elementParallelMode

In parallel mode, this type indicates the mode of element. In the case of element cut mode, the cut element is local on all partitions sharing it. Some of such element nodes are local and some are remote. The local nodes are completely surrounded by local element on particular partition.

Enumerator
Element_local	Element is local, there are no contributions from other domains to this element.
Element_remote	Element in active domain is only mirror of some remote element.

Definition at line 87 of file element.h.

EntityRenumberingScheme

enum oofem::EntityRenumberingScheme

Type allowing to specify the required renumbering scheme; One can have a renumbering scheme for dof managers and another one for elements;

Enumerator
ERS_DofManager
ERS_Element

Definition at line 50 of file entityrenumberingscheme.h.

ENUM_TYPE [1/5]

enum oofem::ENUM_TYPE

Enumerator
ENUM_DEF
ENUM_DEF
ENUM_DEF

Definition at line 40 of file materialmode.h.

ENUM_TYPE [2/5]

enum oofem::ENUM_TYPE

Enumerator
ENUM_DEF
ENUM_DEF
ENUM_DEF

Definition at line 40 of file matresponsemode.h.

ENUM_TYPE [3/5]

enum oofem::ENUM_TYPE

Enumerator
ENUM_DEF
ENUM_DEF
ENUM_DEF

Definition at line 40 of file valuemodetype.h.

ENUM_TYPE [4/5]

enum class oofem::ENUM_TYPE

strong

Enumerator
ENUM_DEF
ENUM_DEF
ENUM_DEF

Definition at line 40 of file mpm.h.

ENUM_TYPE [5/5]

enum class oofem::ENUM_TYPE

strong

Enumerator
ENUM_DEF
ENUM_DEF

Definition at line 40 of file mpm.h.

ErrorEstimatorType

enum oofem::ErrorEstimatorType

Determines the type of error estimator.

Enumerator
EET_SEI	Scalar Error Indicator.
EET_ZZEE	Zienkiewicz-Zhu EE.
EET_CZZSI	Combined ZZ and ScalarIndicator EE.
EET_HEE	Huerta EE.
EET_MeshQuality	Mesh quality/error estimator.

Definition at line 42 of file errorestimatortype.h.

FailureCriteriaType

enum oofem::FailureCriteriaType

Enumerator
FailureCriteria_DEF

Definition at line 74 of file fracturemanager.h.

FieldType

enum oofem::FieldType

Physical type of field.

Enumerator
FieldType_DEF

Definition at line 64 of file field.h.

FindRootMethod

enum oofem::FindRootMethod

Enumerator
frRegula
frBinTree
frMixed

Definition at line 147 of file hydram.h.

fMode

enum oofem::fMode

Type representing the type of formulation (total or updated) of non-linear computation.

Enumerator
UNKNOWN	Unknown.
TL	Total Lagrange.
AL	Updated Lagrange.

Definition at line 42 of file fmode.h.

GenEigvalSolverType

enum oofem::GenEigvalSolverType

Types of general eigenvalue solvers.

Enumerator
GES_SubspaceIt
GES_InverseIt
GES_SLEPc

Definition at line 42 of file geneigvalsolvertype.h.

integrationDomain

enum oofem::integrationDomain

Used by integrator class to supply integration points for proper domain to be integrated (Area,Volume and its shape)

Enumerator
_UnknownIntegrationDomain
_Point
_Line
_Triangle
_Square
_Cube
_Tetrahedra
_Wedge
_Embedded2dLine
_3dDegShell

Definition at line 44 of file integrationdomain.h.

IntegrationPointStatusIDType

enum oofem::IntegrationPointStatusIDType

Enumeration defining allowed IntegrationPointStatuses Keys. The point is that there is a need to store multiple statuses in integration points. Each status is identified by its key. The key is used to access the status.

Enumerator
IPSID_Default
PIDControllerStatusID

Definition at line 52 of file integrationpointstatus.h.

IntegrationRuleType

enum oofem::IntegrationRuleType

Todo

Breaks modularity, reconsider this;

Enumerator
IRT_None
IRT_Gauss
IRT_Lobatto

Definition at line 54 of file integrationrule.h.

InterfaceType

enum oofem::InterfaceType

Enumerative type, used to identify interface type.

See also

Interface More details.

Enumerator
UnknownInterfaceType
LayeredCrossSectionInterfaceType
FiberedCrossSectionInterfaceType
ZZNodalRecoveryModelInterfaceType
NodalAveragingRecoveryModelInterfaceType
SPRNodalRecoveryModelInterfaceType
ZZErrorEstimatorInterfaceType
HuertaErrorEstimatorInterfaceType
Huerta1dErrorEstimatorInterfaceType
SpatialLocalizerInterfaceType
EIPrimaryUnknownMapperInterfaceType
EIPrimaryFieldInterfaceType
NonlocalMaterialStatusExtensionInterfaceType
GradientDamageMaterialExtensionInterfaceType
GradientDamageMaterialStatusExtensionInterfaceType
NonlocalMaterialExtensionInterfaceType
NonlocalMaterialStiffnessInterfaceType
MaterialModelMapperInterfaceType
RandomMaterialStatusExtensionInterfaceType
HydrationModelInterfaceType
HydrationModelStatusInterfaceType
LEPlicElementInterfaceType
LevelSetPCSElementInterfaceType
XfemElementInterfaceType
VTKXMLExportModuleElementInterfaceType
FailureModuleElementInterfaceType
Beam3dSubsoilElementInterfaceType
Beam3dSubsoilMaterialInterfaceType
QCMaterialExtensionInterfaceType
MixedPressureMaterialExtensionInterfaceType

Definition at line 43 of file interfacetype.h.

InternalStateMode

enum oofem::InternalStateMode

Determines the mode of internal variable.

Enumerator
ISM_local
ISM_recovered

Definition at line 40 of file internalstatemode.h.

InternalStateType

enum oofem::InternalStateType

Type representing the physical meaning of element or constitutive model internal variable. Values of this type are used, when these internal variables are requested.

Enumerator
InternalStateType_DEF

Definition at line 206 of file internalstatetype.h.

InternalStateValueType

enum oofem::InternalStateValueType

Determines the type of internal variable.

Enumerator
ISVT_UNDEFINED	Undefined.
ISVT_SCALAR	Scalar.
ISVT_VECTOR	Vector.
ISVT_TENSOR_S3	Symmetric 3x3 tensor.
ISVT_TENSOR_S3E	symmetric 3x3 tensor, packed with off diagonal components multiplied by 2 (engineering strain vector, for example).
ISVT_TENSOR_G	General tensor.

Definition at line 40 of file internalstatevaluetype.h.

LinSystSolverType

enum oofem::LinSystSolverType

The values of this type should be related not to specific solvers, but more to specific packages that provide linear solver interface (possibly with many solver types) and are represented by a class derived from SparseLinearSystemNM. The selection of particular solver from package should be done using keywords, related to particular package.

Enumerator
ST_Direct
ST_IML
ST_Spooles
ST_Petsc
ST_DSS
ST_Feti
ST_MKLPardiso
ST_SuperLU_MT
ST_PardisoProjectOrg

Definition at line 47 of file linsystsolvertype.h.

LoadResponseMode

enum oofem::LoadResponseMode

Type representing the required character of load vector.

Enumerator
TotalLoad
IncrementOfLoad

Definition at line 42 of file loadresponsemode.h.

MaterialMappingAlgorithmType

enum oofem::MaterialMappingAlgorithmType

Enumerative type used to classify supported MaterialMappingAlgorithms

Enumerator
MaterialMappingAlgorithmType_DEF

Definition at line 50 of file materialmappingalgorithmtype.h.

MatStatusVar

enum oofem::MatStatusVar

Enumerator
ms_unknown
ms_yield_flag
ms_isCracked_flag
ms_crackDirection_flag
ms_crackStatus_flag
ms_damage_flag

Definition at line 39 of file matstatusvar.h.

MeshPackageType

enum oofem::MeshPackageType

Enumerative type used to classify supported mesh packages.

Enumerator
MeshPackageType_DEF

Definition at line 50 of file meshpackagetype.h.

MixtureType

enum oofem::MixtureType

Enumerator
mtLafarge
mtHuber
mtC60
mtC100

Definition at line 148 of file hydram.h.

MMALeastSquareProjectionPatchType

enum oofem::MMALeastSquareProjectionPatchType

Enumerator
MMALSPPatchType_1dq
MMALSPPatchType_2dq

Definition at line 56 of file mmaleastsquareprojection.h.

NodeEnrichmentType

enum oofem::NodeEnrichmentType : int

Enumerator
NodeEnr_NONE
NodeEnr_BULK
NodeEnr_START_TIP
NodeEnr_END_TIP
NodeEnr_START_AND_END_TIP

Definition at line 87 of file enrichmentitem.h.

NonLinearStatic_controlType

enum oofem::NonLinearStatic_controlType

Type determining type of loading control. This type determines the solver to be used.

Enumerator
nls_indirectControl	A generalized norm of displacement and loading vectors is controlled. In current implementation, the CALM solver is used, the reference load vector is FIXED.
nls_directControl	Describes the direct control where load or displacement (or both) are controlled.

Definition at line 68 of file nlinearstatic.h.

NonLinearStatic_stiffnessMode

enum oofem::NonLinearStatic_stiffnessMode

Type determining the stiffness mode.

Enumerator
nls_tangentStiffness	The tangent stiffness is used and updated whenever requested.
nls_secantStiffness	The secant stiffness is used and updated whenever requested.
nls_elasticStiffness	The initial elastic stiffness is used in the whole solution.
nls_secantInitialStiffness	The secant stiffness is used and updated only at the beginning of new load step.

Definition at line 61 of file nlinearstatic.h.

NumericalCmpn

enum oofem::NumericalCmpn

Type representing numerical component. The components of characteristic equations are mapped to their corresponding numerical counterparts using these common component types. All numerical methods solving the same problem have to use the same and compulsory NumericalCmpn values. This allows to use generally any numerical method instance (even added in future) without changing any code.

Enumerator
InternalRhs
NonLinearLhs
ExternalRhs

Definition at line 46 of file numericalcmpn.h.

OGC_PlotModeType

enum oofem::OGC_PlotModeType

Enumerator
OGC_unknown
OGC_rawGeometry
OGC_deformedGeometry
OGC_eigenVectorGeometry
OGC_nodeGeometry
OGC_nodeAnnotation
OGC_elementAnnotation
OGC_essentialBC
OGC_naturalBC
OGC_nodeScalarPlot
OGC_nodeVectorPlot
OGC_scalarPlot
OGC_vectorPlot
OGC_tensorPlot
OGC_elemSpecial

Definition at line 117 of file oofeggraphiccontext.h.

problemMode

enum oofem::problemMode

Enumerator
_processor
_postProcessor

Definition at line 39 of file problemmode.h.

problemScale

enum oofem::problemScale

Corresponds to macro- and micro-problem in multiscale simulations.

Enumerator
macroScale
microScale

Definition at line 45 of file problemmode.h.

RemeshingStrategy

enum oofem::RemeshingStrategy

Type representing the remeshing strategy.

Enumerator
NoRemeshing_RS
RemeshingFromCurrentState_RS
RemeshingFromPreviousState_RS

Definition at line 50 of file remeshingcrit.h.

ScalarAlgorithmType

enum oofem::ScalarAlgorithmType

Enumerator
SA_ISO_SURF
SA_ISO_LINE
SA_ZPROFILE
SA_COLORZPROFILE

Definition at line 126 of file oofeggraphiccontext.h.

ScaleMode

enum oofem::ScaleMode

Enumerator
SM_Autoscale
SM_UserDefined

Definition at line 128 of file oofeggraphiccontext.h.

SmootherType

enum oofem::SmootherType

Enumerator
Smoother_NA
Smoother_ZZ
Smoother_SPR

Definition at line 127 of file oofeggraphiccontext.h.

SparseMtrxType

enum oofem::SparseMtrxType

Enumerative type used to identify the sparse matrix type.

Enumerator
SMT_Skyline	Symmetric skyline.
SMT_SkylineU	Unsymmetric skyline.
SMT_CompCol	Compressed column.
SMT_DynCompCol	Dynamically growing compressed column.
SMT_SymCompCol	Symmetric compressed column.
SMT_DynCompRow	Dynamically growing compressed row.
SMT_SpoolesMtrx	Spooles sparse mtrx representation.
SMT_PetscMtrx	PETSc library mtrx representation.
SMT_DSS_sym_LDL	Richard Vondracek's sparse direct solver.
SMT_DSS_sym_LL	Richard Vondracek's sparse direct solver.
SMT_DSS_unsym_LU	Richard Vondracek's sparse direct solver.

Definition at line 42 of file sparsemtrxtype.h.

SPRPatchType

enum oofem::SPRPatchType

Enumerator
SPRPatchType_none
SPRPatchType_2dxy
SPRPatchType_3dBiLin
SPRPatchType_2dquadratic
SPRPatchType_3dBiQuadratic

Definition at line 48 of file sprnodalrecoverymodel.h.

state_flag_values

enum oofem::state_flag_values

Enumerator
PM_Elastic
PM_Yielding
PM_Unloading

Definition at line 48 of file plasticmaterial.h.

stressStrainPrincMode

enum oofem::stressStrainPrincMode

We have only one algorithm for computing eigenvalues and vectors in order to be able to distinguish between some different modes we define this new type.

Enumerator
principal_strain	For computing principal strains from engineering strains.
principal_stress	For computing principal stresses.
principal_deviatoricstress	For computing principal stresses from deviatoric stress.

Definition at line 44 of file stressstrainprincmode.h.

TimeDiscretizationType

enum oofem::TimeDiscretizationType

Time discretization used by transient solvers.

Enumerator
TD_Unspecified	Unspecified.
TD_ThreePointBackward	Three-point Backward Euler method.
TD_TwoPointBackward	Two-point Backward Euler method.
TD_Newmark	Newmark-beta method.
TD_Wilson	Wilson-theta method.
TD_Explicit	Central difference.

Definition at line 40 of file timediscretizationtype.h.

TimeStepReductionStrategyType

enum oofem::TimeStepReductionStrategyType

Type representing the time step reduction strategy type

Enumerator
TSRST_NoReduction	no reduction is used. Used for backward compatibility
TSRST_SimpleReduction	add.

Definition at line 46 of file timestepreductionstrategytype.h.

TopologyState

enum oofem::TopologyState

Determines the state of the evolving topology.

Enumerator
TS_OK	Indicates that everything is OK with respect to topology.
TS_NeedsRemeshing	Indicates that the topology has reached a need for remeshing, as the case with merging surfaces.

Definition at line 51 of file topologydescription.h.

UnknownType

enum oofem::UnknownType

Type representing particular unknown (its physical meaning).

Enumerator
UnknownType_DEF

Definition at line 59 of file unknowntype.h.

VarScaleType

enum oofem::VarScaleType

Type determining the scale corresponding to particular variable.

Enumerator
VST_Length
VST_Velocity
VST_Time
VST_Density
VST_Pressure
VST_Force
VST_Viscosity
VST_ReynoldsNumber

Definition at line 40 of file varscaletype.h.

WeightFunctionType

enum oofem::WeightFunctionType

Enumerator
WFT_Unknown
WFT_Bell
WFT_Gauss
WFT_Green
WFT_Uniform
WFT_UniformOverElement
WFT_Green_21

Definition at line 87 of file nonlocalmaterialext.h.

XFEMStateType

enum oofem::XFEMStateType

Enumerator
XFEMStateType_DEF

Definition at line 92 of file xfemmanager.h.

Function Documentation

__CharTypeToString()

const char * oofem::__CharTypeToString

(

CharType

_value

)

Definition at line 338 of file cltypes.C.

References CharType_DEF, and TO_STRING_BODY.

Referenced by oofem::StructuralElement::giveCharacteristicMatrix(), oofem::StructuralElementEvaluator::giveCharacteristicMatrix(), oofem::StructuralInterfaceElement::giveCharacteristicMatrix(), oofem::TransportElement::giveCharacteristicMatrix(), oofem::StructuralElement::giveCharacteristicVector(), oofem::StructuralInterfaceElement::giveCharacteristicVector(), and oofem::TransportElement::giveCharacteristicVector().

__DofIDItemToString()

std::string oofem::__DofIDItemToString

(

DofIDItem

_value

)

Definition at line 329 of file cltypes.C.

References DofIDItem_DEF, MaxDofID, and TO_STRING_BODY.

Referenced by oofem::NRSolver::checkConvergence(), oofem::StaggeredSolver::checkConvergenceDofIdArray(), and oofem::Node::computeL2GTransformation().

__dofTypeToString()

const char * oofem::__dofTypeToString

(

dofType

_value

)

Definition at line 317 of file cltypes.C.

References dofType_DEF, and TO_STRING_BODY.

__domainTypeToString()

const char * oofem::__domainTypeToString

(

domainType

_value

)

Definition at line 321 of file cltypes.C.

References domainType_DEF, and TO_STRING_BODY.

Referenced by oofem::Domain::giveDefaultNodeDofIDArry().

__Element_Geometry_TypeToString()

const char * oofem::__Element_Geometry_TypeToString

(

Element_Geometry_Type

_value

)

Definition at line 325 of file cltypes.C.

References Element_Geometry_Type_DEF, and TO_STRING_BODY.

Referenced by oofem::T3DInterface::createInput(), oofem::Element::giveEdgeGeometryType(), oofem::Element::giveNumberOfBoundarySides(), oofem::Element::giveNumberOfEdges(), oofem::Element::giveNumberOfSurfaces(), and oofem::Element::giveSurfaceGeometryType().

__InternalStateTypeToString()

const char * oofem::__InternalStateTypeToString

(

InternalStateType

_value

)

Definition at line 309 of file cltypes.C.

References InternalStateType_DEF, and TO_STRING_BODY.

Referenced by oofem::MatlabExportModule::doOutputHomogenizeDofIDs(), oofem::FluidMaterialEvaluator::doStepOutput(), oofem::StructuralMaterialEvaluator::doStepOutput(), oofem::VTKExportModule::exportCellVars(), oofem::VTKExportModule::exportIntVarAs(), oofem::VTKXMLExportModule::exportIntVarsInGpAs(), oofem::Beam3d::giveCompositeExportData(), oofem::VTKXMLExportModule::giveDataHeaders(), oofem::Element::giveLocalCoordinateSystemVector(), oofem::HOMExportModule::initialize(), oofem::NodalAveragingRecoveryModel::recoverValues(), oofem::SPRNodalRecoveryModel::recoverValues(), oofem::ZZNodalRecoveryModel::recoverValues(), oofem::VTKXMLExportModule::writeCellVars(), oofem::VTKXMLLatticeExportModule::writeCellVarsCross(), and oofem::VTKXMLExportModule::writeIntVars().

__MaterialMappingAlgorithmTypeToString()

const char * oofem::__MaterialMappingAlgorithmTypeToString

(

MaterialMappingAlgorithmType

_value

)

Definition at line 342 of file cltypes.C.

References MaterialMappingAlgorithmType_DEF, and TO_STRING_BODY.

__MeshPackageTypeToString()

const char * oofem::__MeshPackageTypeToString

(

MeshPackageType

_value

)

Definition at line 346 of file cltypes.C.

References MeshPackageType_DEF, and TO_STRING_BODY.

__UnknownTypeToString()

const char * oofem::__UnknownTypeToString

(

UnknownType

_value

)

Definition at line 313 of file cltypes.C.

References TO_STRING_BODY, and UnknownType_DEF.

Referenced by oofem::VTKExportModule::exportPrimVarAs(), oofem::VTKBaseExportModule::getNodalVariableFromPrimaryField(), oofem::Beam3d::giveCompositeExportData(), oofem::VTKXMLExportModule::giveDataHeaders(), giveInternalStateValueType(), oofem::VTKXMLExportModule::writeExternalForces(), and oofem::VTKXMLExportModule::writePrimaryVars().

__XFEMStateTypeToString()

const char * oofem::__XFEMStateTypeToString

(

XFEMStateType

_value

)

Definition at line 350 of file cltypes.C.

References TO_STRING_BODY, and XFEMStateType_DEF.

Referenced by oofem::VTKXMLXFemExportModule::giveDataHeaders(), and oofem::VTKXMLXFemExportModule::writeXFEMVars().

_lrtrim()

std::string oofem::_lrtrim

(

std::string &

s

)

Definition at line 109 of file xmlinputrecord.C.

Referenced by oofem::Tokens::Tokens().

assemble() [1/2]

template<size_t N, size_t M>

FloatArrayF< N > oofem::assemble ( const FloatArrayF< M > & x, int const (&) c[M] )

inline

Assemble components into zero matrix.

Definition at line 292 of file floatarrayf.h.

Referenced by oofem::AdaptiveNonLinearStatic::adaptiveRemap(), oofem::LatticeDamage::computeDeltaDissipation2d(), oofem::FluidDynamicMaterial::computeDeviatoricStress2D(), oofem::FluidDynamicMaterial::computeDeviatoricStress2D(), oofem::FluidDynamicMaterial::computeDeviatoricStressAxi(), oofem::StokesFlowVelocityHomogenization::computeTangent(), oofem::StructuralMaterial::giveFirstPKStressVector_PlaneStrain(), oofem::LatticeStructuralMaterial::giveLatticeStress2d(), oofem::LatticeBondPlasticity::giveLatticeStress3d(), oofem::LayeredCrossSection::giveMembraneRotStiffMtrx(), oofem::SimpleCrossSection::giveMembraneRotStiffMtrx(), oofem::StructuralMaterial::giveRealStressVector_PlaneStrain(), oofem::AdaptiveNonLinearStatic::initializeAdaptiveFrom(), oofem::LatticeBondPlasticity::performPlasticityReturn(), oofem::LatticePlasticityDamage::performPlasticityReturn(), oofem::NonLinearDynamic::proceedStep(), oofem::EigenValueDynamic::solveYourself(), oofem::CBS::solveYourselfAt(), oofem::DGProblem::solveYourselfAt(), oofem::DIIDynamic::solveYourselfAt(), oofem::FreeWarping::solveYourselfAt(), oofem::IncrementalLinearStatic::solveYourselfAt(), oofem::LinearStability::solveYourselfAt(), oofem::LinearStatic::solveYourselfAt(), oofem::NLTransientTransportProblem::solveYourselfAt(), oofem::NonStationaryTransportProblem::solveYourselfAt(), oofem::Pdelta::solveYourselfAt(), oofem::PFEM::solveYourselfAt(), oofem::StationaryTransportProblem::solveYourselfAt(), oofem::SUPG::solveYourselfAt(), oofem::MPMProblem::updateComponent(), oofem::NonLinearDynamic::updateComponent(), oofem::NonLinearStatic::updateComponent(), oofem::StaticStructural::updateComponent(), oofem::StationaryTransportProblem::updateComponent(), oofem::StokesFlow::updateComponent(), oofem::SUPG::updateComponent(), oofem::TransientTransportProblem::updateComponent(), oofem::MPMProblem::updateMatrix(), oofem::NonLinearDynamic::updateMatrix(), oofem::NonLinearStatic::updateMatrix(), oofem::StaticStructural::updateMatrix(), oofem::StationaryTransportProblem::updateMatrix(), oofem::StokesFlow::updateMatrix(), oofem::SUPG::updateMatrix(), and oofem::TransientTransportProblem::updateMatrix().

assemble() [2/2]

template<std::size_t N, std::size_t M, std::size_t R, std::size_t C>

FloatMatrixF< N, M > oofem::assemble ( const FloatMatrixF< R, C > & x, int const (&) r[R], int const (&) c[C] )

inline

Assemble components into zero matrix.

Definition at line 472 of file floatmatrixf.h.

Bmatrix_2d()

template<std::size_t N>

FloatMatrixF< 3, N *2 > oofem::Bmatrix_2d

(

const FloatMatrixF< 2, N > &

dN

)

Constructs the B matrix for plane stress momentum balance problems.

Definition at line 1007 of file floatmatrixf.h.

References N.

Referenced by oofem::Tr21Stokes::computeInternalForcesVector(), and oofem::Tr21Stokes::computeStiffnessMatrix().

Bmatrix_3d()

template<std::size_t N>

FloatMatrixF< 6, N *3 > oofem::Bmatrix_3d

(

const FloatMatrixF< 3, N > &

dN

)

Constructs the B matrix for 3D momentum balance problems.

Definition at line 994 of file floatmatrixf.h.

References oofem::FloatMatrixF< N, M >::rows().

Referenced by oofem::Hexa21Stokes::computeStiffnessMatrix(), and oofem::Tet21Stokes::computeStiffnessMatrix().

brent()

template<class T>

double oofem::brent	(	double	ax,
		double	bx,
		double	cx,
		const T &	f,
		double	tol,
		double &	xmin )

Definition at line 262 of file mathfem.h.

References MATHFEM_BRENT_MAXITER, MATHFEM_C, and OOFEM_LOG_WARNING.

Referenced by oofem::LEPlic::findCellLineConstant().

cbrt()

double oofem::cbrt ( double x )

inline

Returns the cubic root of x.

Definition at line 122 of file mathfem.h.

References sgn().

Referenced by oofem::Element::computeMeanSize(), cubic(), oofem::LSpace::drawSpecial(), oofem::Homogenize::herveZaoui(), oofem::LayeredCrossSection::setupIntegrationPoints(), oofem::GaussIntegrationRule::SetUpPointsOnCube(), and oofem::LobattoIntegrationRule::SetUpPointsOnCube().

cf_create()

template<typename C, typename T, typename ... As>

std::unique_ptr< C > oofem::cf_create	(	const T &	list,
		const char *	name,
		As ...	args )

Definition at line 122 of file classfactory.C.

References conv2lower().

Referenced by oofem::ClassFactory::createBoundaryCondition(), oofem::ClassFactory::createContactSurface(), oofem::ClassFactory::createCrossSection(), oofem::ClassFactory::createDofManager(), oofem::ClassFactory::createElement(), oofem::ClassFactory::createEngngModel(), oofem::ClassFactory::createEnrichmentFront(), oofem::ClassFactory::createEnrichmentFunction(), oofem::ClassFactory::createEnrichmentItem(), oofem::ClassFactory::createExportModule(), oofem::ClassFactory::createFailureCriteria(), oofem::ClassFactory::createFailureCriteriaStatus(), oofem::ClassFactory::createField(), oofem::ClassFactory::createFunction(), oofem::ClassFactory::createGeometry(), oofem::ClassFactory::createInitModule(), oofem::ClassFactory::createLoadBalancer(), oofem::ClassFactory::createLoadBalancerMonitor(), oofem::ClassFactory::createMaterial(), oofem::ClassFactory::createMonitor(), oofem::ClassFactory::createNonLinearSolver(), oofem::ClassFactory::createNonlocalBarrier(), oofem::ClassFactory::createNucleationCriterion(), oofem::ClassFactory::createPropagationLaw(), oofem::ClassFactory::createTerm(), oofem::ClassFactory::createTimeStepReductionStrategy(), oofem::ClassFactory::createTopology(), and oofem::ClassFactory::createXfemManager().

cf_create2()

template<typename C, typename T, typename V, typename ... As>

C * oofem::cf_create2	(	const T &	list,
		V	name,
		As ...	args )

Definition at line 101 of file classfactory.C.

Referenced by oofem::ClassFactory::createDof().

cf_create4()

template<typename C, typename T, typename V, typename ... As>

std::unique_ptr< C > oofem::cf_create4	(	const T &	list,
		V	name,
		As ...	args )

Definition at line 115 of file classfactory.C.

Referenced by oofem::ClassFactory::createErrorEstimator(), oofem::ClassFactory::createGeneralizedEigenValueSolver(), oofem::ClassFactory::createMaterialMappingAlgorithm(), oofem::ClassFactory::createMesherInterface(), oofem::ClassFactory::createNodalRecoveryModel(), oofem::ClassFactory::createSparseLinSolver(), and oofem::ClassFactory::createSparseMtrx().

cf_store()

template<typename T, typename C>

bool oofem::cf_store	(	T &	list,
		const char *	name,
		C &	creator )

Definition at line 129 of file classfactory.C.

References conv2lower().

Referenced by oofem::ClassFactory::registerBoundaryCondition(), oofem::ClassFactory::registerContactSurface(), oofem::ClassFactory::registerCrossSection(), oofem::ClassFactory::registerDofManager(), oofem::ClassFactory::registerElement(), oofem::ClassFactory::registerEngngModel(), oofem::ClassFactory::registerEnrichmentFront(), oofem::ClassFactory::registerEnrichmentFunction(), oofem::ClassFactory::registerEnrichmentItem(), oofem::ClassFactory::registerExportModule(), oofem::ClassFactory::registerFailureCriteria(), oofem::ClassFactory::registerFailureCriteriaStatus(), oofem::ClassFactory::registerField(), oofem::ClassFactory::registerFunction(), oofem::ClassFactory::registerGeometry(), oofem::ClassFactory::registerInitModule(), oofem::ClassFactory::registerLoadBalancer(), oofem::ClassFactory::registerLoadBalancerMonitor(), oofem::ClassFactory::registerMaterial(), oofem::ClassFactory::registerMonitor(), oofem::ClassFactory::registerNonlocalBarrier(), oofem::ClassFactory::registerNucleationCriterion(), oofem::ClassFactory::registerPropagationLaw(), oofem::ClassFactory::registerSparseNonLinearSystemNM(), oofem::ClassFactory::registerTerm(), oofem::ClassFactory::registerTimeStepReductionStrategy(), oofem::ClassFactory::registerTopologyDescription(), and oofem::ClassFactory::registerXfemManager().

cf_store2()

template<typename T, typename V, typename C>

bool oofem::cf_store2	(	T &	list,
		V	name,
		C &	creator )

Definition at line 108 of file classfactory.C.

Referenced by oofem::ClassFactory::registerErrorEstimator(), oofem::ClassFactory::registerGeneralizedEigenValueSolver(), oofem::ClassFactory::registerMaterialMappingAlgorithm(), oofem::ClassFactory::registerMesherInterface(), oofem::ClassFactory::registerNodalRecoveryModel(), oofem::ClassFactory::registerSparseLinSolver(), and oofem::ClassFactory::registerSparseMtrx().

clamp() [1/2]

double oofem::clamp ( double a, double lower, double upper )

inline

Returns the clamped value of a between upper and lower.

Definition at line 100 of file mathfem.h.

clamp() [2/2]

double oofem::clamp ( int a, int lower, int upper )

inline

Returns the clamped value of a between upper and lower.

Definition at line 88 of file mathfem.h.

Referenced by oofem::LatticeDamage::computeDamageParam(), oofem::StructuralMaterial::computePrincipalValues(), oofem::BazantNajjarMoistureTransferMaterial::givePermeability(), oofem::FEI1dHermite::global2local(), oofem::FEI1dLin::global2local(), oofem::FEI1dQuad::global2local(), oofem::FEI2dLineConst::global2local(), oofem::FEI2dLineHermite::global2local(), oofem::FEI2dLineLin::global2local(), oofem::FEI2dLineQuad::global2local(), and oofem::FEI3dLineLin::global2local().

cltypesGiveUnknownTypeModeKey()

char oofem::cltypesGiveUnknownTypeModeKey

(

ValueModeType

mode

)

Returns

Character corresponding to given ValueModeType.

Definition at line 57 of file cltypes.C.

References OOFEM_ERROR.

Referenced by oofem::InitialCondition::give(), and oofem::InitialCondition::hasConditionOn().

column()

template<std::size_t N, std::size_t M>

FloatArrayF< N > oofem::column	(	const FloatMatrixF< N, M > &	mat,
		std::size_t	col )

Returns a copy of the given matrix column,

Definition at line 761 of file floatmatrixf.h.

References N.

Referenced by oofem::XfemElementInterface::ComputeBOrBHMatrix(), oofem::XfemElementInterface::computeNCohesive(), and oofem::XfemElementInterface::XfemElementInterface_createEnrNmatrixAt().

conv2lower()

std::string oofem::conv2lower

(

std ::string

input

)

Definition at line 94 of file classfactory.C.

Referenced by cf_create(), cf_store(), and oofem::ClassFactory::createInitialCondition().

CreateElementIR()

OOFEM_EXPORT std::unique_ptr< DynamicInputRecord > oofem::CreateElementIR	(	int	i,
		InputFieldType	elementType,
		IntArray	nodes,
		int	cs )

Helper function for creating elements (with optional cross-section number).

Definition at line 57 of file dynamicinputrecord.C.

References oofem::Element::IPK_Element_crosssect, and oofem::Element::IPK_Element_nodes.

CreateNodeIR()

OOFEM_EXPORT std::unique_ptr< DynamicInputRecord > oofem::CreateNodeIR	(	int	i,
		InputFieldType	nodeType,
		FloatArray	coord )

Helper function for creating a dynamic input record for a node.

Definition at line 50 of file dynamicinputrecord.C.

References _IFT_Node_coords.

cross()

FloatArrayF< 3 > oofem::cross ( const FloatArrayF< 3 > & x, const FloatArrayF< 3 > & y )

inline

Computes $ x \cross y $.

Definition at line 491 of file floatarrayf.h.

Referenced by oofem::Tr2Shell7XFEM::computeAreaAround(), oofem::MITC4Shell::computeBmatrixAt(), oofem::FEContactSurface::computeContactPointLocalCoordinates_3d(), oofem::XfemStructuralElementInterface::computeGlobalCohesiveTractionVector(), oofem::Quad1MindlinShell3D::computeLCS(), oofem::MITC4Shell::computeLoadLEToLRotationMatrix(), oofem::MITC4Shell::computeLocalBaseVectors(), oofem::MITC4Shell::computeLToDirectorRotationMatrix(), oofem::Quad1Mindlin::computeMidPlaneNormal(), oofem::Quad1MindlinShell3D::computeMidPlaneNormal(), oofem::MITC4Shell::computeNmatrixAt(), oofem::Shell7Base::computeThicknessMappingCoeff(), oofem::IntElPoint::computeTransformationMatrixAt(), oofem::Shell7Base::edgeEvalCovarBaseVectorsAt(), oofem::Shell7BaseXFEM::edgeEvalEnrCovarBaseVectorsAt(), oofem::Shell7Base::evalCovarNormalAt(), oofem::Shell7Base::evalInitialCovarNormalAt(), oofem::OrthotropicLinearElasticMaterial::giveTensorRotationMatrix(), local_cs(), oofem::Shell7Base::setupInitialNodeDirectors(), oofem::FEInterpolation3d::surfaceEvalNormal(), oofem::FEInterpolation3d::surfaceEvalUnitNormal(), and oofem::FEInterpolation3d::surfaceGiveJacobianMatrixAt().

CTOR()

template<typename B, typename T, typename... V>

std::unique_ptr< B > oofem::CTOR

(

V...

x

)

Wrapper for ctors, creates a function that returns a unique_ptr to the object. The base class (B) template argument must be specified explicitly, becuase we can't "downcast" the function pointer. E.g. CTOR<SparseLinearSystemNM, LDLTFactorization, Domain*, EngngModel*> CTOR<SparseMtrx, PetscSparseMtrx>

Definition at line 125 of file classfactory.h.

cubic()

void oofem::cubic	(	double	a,
		double	b,
		double	c,
		double	d,
		double *	r1,
		double *	r2,
		double *	r3,
		int *	num )

Solves cubic equation for real roots. The coefficients a to d gives the equation \( a x^3 + b x^2 + c x + d = 0\).

Parameters

a	Coefficient
b	Coefficient
c	Coefficient
d	Coefficient
r1	First root
r2	Second root
r3	Third root
num	Number of roots resolved (only first num roots are valid).

Definition at line 43 of file mathfem.C.

References cbrt(), CUBIC_ZERO, norm(), and sgn().

Referenced by oofem::FEI2dLineQuad::global2local(), and oofem::FEI2dQuadLin::global2local().

cubic3r()

void oofem::cubic3r	(	double	a,
		double	b,
		double	c,
		double	d,
		double *	r1,
		double *	r2,
		double *	r3,
		int *	num )

Solves cubic equation for real roots, assuming that if cubic polynomial given then the only possibility is that only three real roots exists. But also accepts cubic coefficient degenerated to quadratic or linear equation. This is used by algorithms for computing principal strain/stresses to overcome rounding errors. The coefficients a to d gives the equation \( a x^3 + b x^2 + c x + d = 0\).

Parameters

a	Coefficient
b	Coefficient
c	Coefficient
d	Coefficient
r1	First root.
r2	Second root.
r3	Third root.
num	Number of roots resolved (only first num roots are valid).

Definition at line 155 of file mathfem.C.

References CUBIC_ZERO, M_PI, and sgn().

Referenced by oofem::StrainVector::computePrincipalValues(), oofem::StressVector::computePrincipalValues(), oofem::StructuralMaterial::computePrincipalValues(), and oofem::FastMarchingMethod::updateTrialValue().

dCheckZeroDiagonal()

int_t oofem::dCheckZeroDiagonal	(	int_t	n,
		int_t *	rowind,
		int_t *	colbeg,
		int_t *	colend,
		int_t *	perm )

Definition at line 429 of file superlusolver.C.

References dCheckZeroDiagonal().

Referenced by dCheckZeroDiagonal().

deltaB()

void oofem::deltaB	(	FloatMatrix &	answer,
		const Variable *	v,
		const FEInterpolation *	interpol,
		const Element &	cell,
		const FloatArray &	coords,
		const MaterialMode	mmode )

Evaluates $\delta B = B_{div}$ matrix;.

Parameters

answer	deltaB matrix
v
interpol
cell
coords

Definition at line 44 of file termlibrary2.C.

References oofem::FEInterpolation::evaldNdx(), oofem::Element::giveGeometryType(), oofem::FEInterpolation::giveNumberOfNodes(), oofem::FloatMatrix::resize(), oofem::Variable::size, and oofem::FloatMatrix::zero().

Referenced by oofem::deltaBTfiNpTerm::evaluate_lin(), oofem::deltaBTNpTerm::evaluate_lin(), and oofem::NTBdivTerm::evaluate_lin().

det() [1/2]

double oofem::det ( const FloatMatrixF< 2, 2 > & mat )

inline

Computes the determinant.

Definition at line 1092 of file floatmatrixf.h.

Referenced by oofem::FEI2dQuadBiQuad::_evaldNdx(), oofem::FloatMatrix::beInverseOf(), oofem::Shell7Base::computeCauchyStressVector(), oofem::MITC4Shell::computeSurfaceVolumeAround(), oofem::MITC4Shell::computeVolumeAround(), oofem::TR1_2D_SUPG2::computeVolumeAroundID(), oofem::TR1_2D_SUPG2_AXI::computeVolumeAroundID(), oofem::Tr2Shell7::computeVolumeAroundLayer(), oofem::Tr2Shell7XFEM::computeVolumeAroundLayer(), oofem::FEI2dQuadLin::evaldNdx(), oofem::FEI2dQuadQuad::evaldNdx(), oofem::FEI2dTrQuad::evaldNdx(), oofem::FEI3dHexaLin::evaldNdx(), oofem::FEI3dHexaQuad::evaldNdx(), oofem::FEI3dHexaTriQuad::evaldNdx(), oofem::FEI3dTetQuad::evaldNdx(), oofem::FEI3dWedgeLin::evaldNdx(), oofem::FEI3dWedgeQuad::evaldNdx(), oofem::AbaqusUserMaterial::giveFirstPKStressVector_3d(), inv_22(), inv_33(), oofem::PolylineNonlocalBarrier::isActivated(), oofem::XfemElementInterface::putPointsInCorrectPartition(), and rcond().

det() [2/2]

double oofem::det ( const FloatMatrixF< 3, 3 > & mat )

inline

Computes the determinant.

Definition at line 1098 of file floatmatrixf.h.

diag() [1/2]

template<std::size_t N>

FloatMatrixF< N, N > oofem::diag

(

const FloatArrayF< N > &

v

)

Constructs diagonal matrix from vector.

Definition at line 864 of file floatmatrixf.h.

References N.

Referenced by oofem::NRSolver::applyConstraintsToLoadIncrement(), oofem::NRSolver::applyConstraintsToStiffness(), oofem::SkylineUnsym::backSubstitutionWith(), oofem::FloatMatrix::beDiagonal(), eig(), oofem::SkylineUnsym::factorized(), oofem::LatticeLinearElastic::give2dLatticeStiffnessMatrix(), oofem::WinklerPasternakMaterial::give2dPlateSubSoilStiffMtrx(), oofem::IntMatIsoDamage::give2dStiffnessMatrix_Eng(), oofem::WinklerMaterial::give3dBeamSubSoilStiffMtrx(), oofem::LatticeLinearElastic::give3dLatticeStiffnessMatrix(), oofem::IntMatBilinearCZElastic::give3dStiffnessMatrix_dTdj(), oofem::IntMatBilinearCZFagerstrom::give3dStiffnessMatrix_dTdj(), oofem::IntMatBilinearCZJansson::give3dStiffnessMatrix_dTdj(), oofem::BondCEBMaterial::give3dStiffnessMatrix_Eng(), oofem::CohesiveInterfaceMaterial::give3dStiffnessMatrix_Eng(), oofem::IntMatIsoDamage::give3dStiffnessMatrix_Eng(), oofem::IsoInterfaceDamageMaterial::give3dStiffnessMatrix_Eng(), oofem::IsoInterfaceDamageMaterial_2::give3dStiffnessMatrix_Eng(), oofem::LinkSlip::give3dStiffnessMatrix_Eng(), oofem::StructuralInterfaceMaterial::giveFirstPKTraction_1d(), oofem::IntMatBilinearCZFagerstrom::giveFirstPKTraction_3d(), oofem::IntMatBilinearCZFagerstromRate::giveFirstPKTraction_3d(), and oofem::IntMatBilinearCZJansson::giveFirstPKTraction_3d().

diag() [2/2]

template<std::size_t N>

FloatArrayF< N > oofem::diag

(

const FloatMatrixF< N, N > &

m

)

Extract diagonal from matrix.

Definition at line 878 of file floatmatrixf.h.

References N.

distance() [1/2]

OOFEM_EXPORT double oofem::distance	(	const FloatArray &	x,
		const FloatArray &	y )

Definition at line 1016 of file floatarray.C.

References oofem::FloatArray::distance().

Referenced by oofem::MMAContainingElementProjection::__init(), oofem::MMALeastSquareProjection::__init(), oofem::ArcPosSortFunction3< T >::calcArcPos(), oofem::ArcPosSortFunction4::calcArcPos(), oofem::EnrichmentItem::calcPolarCoord(), oofem::PrescribedGradientBCWeakDirichlet::checkIfCorner(), oofem::PrescribedGradientBCWeakPeriodic::checkIfCorner(), oofem::Triangle::computeBarycentrCoor(), oofem::FRCFCMNL::computeDecreaseInFibreStress(), oofem::Line::computeDistanceTo(), oofem::GeometryBasedEI::computeIntersectionPoints(), oofem::GeometryBasedEI::computeIntersectionPoints(), oofem::PolygonLine::computeIntersectionPoints(), oofem::Quasicontinuum::computeIntersectionsOfLinkWith2DTringleElements(), oofem::Quasicontinuum::computeIntersectionsOfLinkWith3DTetrahedraElements(), oofem::PolygonLine::computeLength(), oofem::LatticeNeumannCouplingNode::computeLoadCouplingContribution(), oofem::MaterialForceEvaluator::computeMaterialForce(), oofem::LinearEdgeLoad::computeNArray(), oofem::FRCFCMNL::computeNonlocalStressInFibers(), oofem::FRCFCMNL::computeNonlocalStressInFibersInUncracked(), oofem::Circle::computeNormalSignDist(), oofem::IDNLMaterial::computeStressBasedWeight(), oofem::IDNLMaterial::computeStressBasedWeightForPeriodicCell(), oofem::PolygonLine::computeTangentialSignDist(), oofem::MeshQualityErrorEstimator::computeTriangleRadiusError(), oofem::LatticeDirichletCouplingNode::computeUnknownCouplingContribution(), oofem::MazarsNLMaterial::computeWeightFunction(), oofem::MDM::computeWeightFunction(), oofem::NonlocalMaterialExtensionInterface::computeWeightFunction(), oofem::NonlocalMaterialExtensionInterface::computeWeightFunction(), oofem::RCSDNLMaterial::computeWeightFunction(), oofem::TrabBoneNL3D::computeWeightFunction(), oofem::TrabBoneNL::computeWeightFunction(), oofem::TrabBoneNLEmbed::computeWeightFunction(), oofem::MaterialForceEvaluator::computeWeightFunctionInPoint(), oofem::Shell7Base::CopyIPvaluesToNodes(), oofem::PFEM::deactivateTooCloseParticles(), oofem::LEPlic::doCellDLS(), oofem::FEI3dHexaConst::edgeComputeLength(), oofem::FEI3dHexaLin::edgeComputeLength(), oofem::FEI3dTetLin::edgeComputeLength(), oofem::ClosestNode::evaluate(), oofem::ElementCircumCirclesContainingNode::evaluate(), oofem::EIPrimaryUnknownMapper::evaluateAt(), oofem::EnrFrontCohesiveBranchFuncOneEl::evaluateEnrFuncJumps(), oofem::EnrFrontLinearBranchFuncOneEl::evaluateEnrFuncJumps(), oofem::EnrFrontLinearBranchFuncRadius::evaluateEnrFuncJumps(), oofem::QClinearStatic::findNearestParticle(), oofem::Triangle::getRadiusOfCircumCircle(), oofem::DummySpatialLocalizer::giveAllElementsWithIpWithinBox(), oofem::DummySpatialLocalizer::giveAllNodesWithinBox(), oofem::PolygonLine::giveBoundingSphere(), oofem::FEI2dQuadQuad::giveCharacteristicLength(), oofem::FEI3dHexaQuad::giveCharacteristicLength(), oofem::FEI3dTetQuad::giveCharacteristicLength(), oofem::FEI3dWedgeLin::giveCharacteristicLength(), oofem::FEI3dWedgeQuad::giveCharacteristicLength(), oofem::DummySpatialLocalizer::giveClosestIP(), oofem::OctreeSpatialLocalizer::giveClosestIP(), oofem::OctreeSpatialLocalizer::giveClosestIP(), oofem::OctreeSpatialLocalizer::giveClosestIPWithinOctant(), oofem::OctreeSpatialLocalizer::giveClosestIPWithinOctant(), oofem::UnstructuredGridField::Cell::giveClosestPoint(), oofem::NonlocalMaterialExtensionInterface::giveDistanceBasedInteractionRadius(), oofem::DelaunayTriangle::giveEdgeLength(), oofem::OctreeSpatialLocalizer::giveElementClosestToPoint(), oofem::OctreeSpatialLocalizer::giveElementsWithIPWithinBox(), oofem::PolygonLine::giveGlobalCoordinates(), oofem::FEI3dLineLin::giveLength(), oofem::Line::giveLength(), oofem::DummySpatialLocalizer::giveNodeClosestToPoint(), oofem::OctreeSpatialLocalizer::giveNodesWithinBox(), oofem::PolygonLine::giveNormal(), oofem::PolygonLine::giveSubPolygon(), oofem::XfemStructuralElementInterface::giveSubtriangulationCompositeExportData(), oofem::PolygonLine::giveTangent(), oofem::Quasicontinuum::intersectionTestSegmentTrianglePlucker3D(), oofem::Circle::intersects(), oofem::Circle::isInside(), oofem::Delaunay::isInsideCC(), oofem::Circle::isOutside(), oofem::XfemStructureManager::mergeCloseCracks(), oofem::NonlocalMaterialExtensionInterface::modifyNonlocalWeightFunction_1D_Around(), oofem::MisesMatNl::modifyNonlocalWeightFunctionAround(), oofem::NonlocalMaterialExtensionInterface::modifyNonlocalWeightFunctionAround(), oofem::NCPrincipalStrain::nucleateEnrichmentItems(), oofem::NCPrincipalStress::nucleateEnrichmentItems(), oofem::PLHoopStressCirc::propagateInterface(), oofem::PLMaterialForce::propagateInterface(), oofem::PLPrincipalStrain::propagateInterface(), oofem::Shell7BaseXFEM::recoverValuesFromCZIP(), oofem::DiscontinuousSegmentIntegrationRule::SetUpPointsOnLine(), oofem::FreemInterface::smoothNodalDensities(), oofem::SpatialLocalizerInterface::SpatialLocalizerI_giveClosestPoint(), oofem::Quasicontinuum::stiffnessAssignment(), oofem::Delaunay::triangulate(), oofem::FastMarchingMethod::updateTrialValue(), and oofem::XfemStructuralElementInterface::XfemElementInterface_updateIntegrationRule().

distance() [2/2]

template<std::size_t N>

FloatArrayF< N > oofem::distance	(	const FloatArrayF< N > &	a,
		const FloatArrayF< N > &	b )

Computes the norm(a-b).

Definition at line 551 of file floatarrayf.h.

References norm().

distance_square()

OOFEM_EXPORT double oofem::distance_square	(	const FloatArray &	x,
		const FloatArray &	y )

Definition at line 1021 of file floatarray.C.

References oofem::FloatArray::distance_square().

Referenced by oofem::GeometryGenerator::CheckDistances(), oofem::GeometryBasedEI::computeIntersectionPoints(), oofem::PolygonLine::computeNormalSignDist(), oofem::FloatArray::distance(), oofem::FloatArray::distance(), oofem::FloatArray::distance_square(), oofem::EIPrimaryUnknownMapper::evaluateAt(), oofem::Subdivision::RS_Tetra::evaluateLongestEdge(), oofem::Subdivision::RS_Triangle::evaluateLongestEdge(), oofem::IntegrationRule::findIntegrationPointClosestTo(), oofem::XfemStructuralElementInterface::giveClosestGP_MatStat(), oofem::GeometryBasedEI::giveElementTipCoord(), oofem::OctreeSpatialLocalizer::giveNodeClosestToPointWithinOctant(), oofem::FEI2dLineQuad::global2local(), oofem::EnrFrontLinearBranchFuncRadius::MarkNodesAsFront(), oofem::ArcPosSortFunction::operator()(), oofem::IntElLine1::postInitialize(), oofem::PrescribedGradientBCWeak::removeClosePoints(), oofem::BasicGeometry::removeDuplicatePoints(), oofem::PrescribedGradientBCWeak::removeSegOverHoles(), oofem::Delaunay::triangulate(), and oofem::XfemElementInterface::XfemElementInterface_prepareNodesForDelaunay().

distance_squared()

template<std::size_t N>

FloatArrayF< N > oofem::distance_squared	(	const FloatArrayF< N > &	a,
		const FloatArrayF< N > &	b )

Computes the norm(a-b)^2.

Definition at line 544 of file floatarrayf.h.

References norm_squared().

dofCreator()

template<typename T>

Dof * oofem::dofCreator	(	DofIDItem	dofid,
		DofManager *	dman )

Definition at line 127 of file classfactory.h.

Referenced by oofem::ClassFactory::ClassFactory().

dot() [1/5]

OOFEM_EXPORT double oofem::dot	(	const FloatArray &	x,
		const FloatArray &	y )

Definition at line 1011 of file floatarray.C.

References oofem::FloatArray::dotProduct().

Referenced by oofem::FEI2dQuadBiQuad::_evaldNdx(), oofem::ConcreteDPM2::checkForUnAndReloading(), oofem::ConcreteDPM2::compute3dTangentStiffness(), oofem::MITC4Shell::computeBmatrixAt(), oofem::FEContactSurface::computeContactPointLocalCoordinates_2d(), oofem::FEContactSurface::computeContactPointLocalCoordinates_3d(), oofem::AnisotropicMassTransferMaterial::computeFlux3D(), oofem::ConcreteDPM2::computeFullJacobian(), oofem::XfemStructuralElementInterface::computeGlobalCohesiveTractionVector(), oofem::MITC4Shell::computeGtoLRotationMatrix(), oofem::Tet1BubbleStokes::computeInternalForcesVector(), oofem::Tr1BubbleStokes::computeInternalForcesVector(), oofem::Tr1Darcy::computeInternalForcesVector(), oofem::Tr21Stokes::computeInternalForcesVector(), oofem::MITC4Shell::computeLoadLEToLRotationMatrix(), oofem::MITC4Shell::computeLToDirectorRotationMatrix(), oofem::PolygonLine::computeNormalSignDist(), oofem::TrabBone3D::computePlasStrainEnerDensity(), oofem::Shell7BaseXFEM::computePressureTangentMatrixDis(), oofem::Shell7Base::computeSectionalForcesAt(), oofem::Shell7BaseXFEM::computeSectionalForcesAt(), oofem::Hexa21Stokes::computeStiffnessMatrix(), oofem::Tet1BubbleStokes::computeStiffnessMatrix(), oofem::Tet21Stokes::computeStiffnessMatrix(), oofem::Tr1BubbleStokes::computeStiffnessMatrix(), oofem::Tr1Darcy::computeStiffnessMatrix(), oofem::Tr21Stokes::computeStiffnessMatrix(), oofem::Shell7Base::computeThicknessMappingCoeff(), oofem::ConcreteDPM2Status::computeWork(), oofem::TrabBone3D::constructDerivativeOfPlasFlowDirec(), oofem::TrabBone3D::constructPlasFlowDirec(), oofem::FloatArray::distance_square(), eig_inverse(), oofem::FEI2dQuadLin::evaldNdx(), oofem::FEI2dQuadQuad::evaldNdx(), oofem::FEI2dTrQuad::evaldNdx(), oofem::FEI3dHexaLin::evaldNdx(), oofem::FEI3dHexaQuad::evaldNdx(), oofem::FEI3dHexaTriQuad::evaldNdx(), oofem::FEI3dTetQuad::evaldNdx(), oofem::FEI3dWedgeLin::evaldNdx(), oofem::FEI3dWedgeQuad::evaldNdx(), oofem::PrescribedGenStrainShell7::evaluateHigherOrderContribution(), oofem::TrabBone3D::evaluatePlasCriterion(), oofem::TrabBone3D::give3dMaterialStiffnessMatrix(), oofem::TrabBoneGrad3D::give3dMaterialStiffnessMatrix(), oofem::TrabBoneNL3D::give3dMaterialStiffnessMatrix(), oofem::LargeStrainMasterMaterial::give3dMaterialStiffnessMatrix_dPdF(), oofem::IntMatBilinearCZFagerstrom::give3dStiffnessMatrix_dTdj(), oofem::IntMatBilinearCZJansson::give3dStiffnessMatrix_dTdj(), oofem::IsoInterfaceDamageMaterial::give3dStiffnessMatrix_Eng(), oofem::IsoInterfaceDamageMaterial_2::give3dStiffnessMatrix_Eng(), oofem::MITC4Shell::givedNdx(), oofem::IsoInterfaceDamageMaterial::giveEngTraction_3d(), oofem::IsoInterfaceDamageMaterial_2::giveEngTraction_3d(), oofem::LayeredCrossSection::giveFirstPKStress_3d(), oofem::AbaqusUserMaterial::giveFirstPKStressVector_3d(), oofem::LargeStrainMasterMaterial::giveFirstPKStressVector_3d(), oofem::StructuralMaterial::giveFirstPKStressVector_3d(), oofem::StructuralPythonMaterial::giveFirstPKStressVector_3d(), oofem::IntMatBilinearCZFagerstrom::giveFirstPKTraction_3d(), oofem::IntMatBilinearCZFagerstromRate::giveFirstPKTraction_3d(), oofem::IntMatBilinearCZJansson::giveFirstPKTraction_3d(), oofem::SimpleCrossSection::giveGeneralizedStress_Beam2d(), oofem::SimpleCrossSection::giveGeneralizedStress_Beam3d(), oofem::SimpleCrossSection::giveGeneralizedStress_MembraneRot(), oofem::SimpleCrossSection::giveGeneralizedStress_Plate(), oofem::SimpleCrossSection::giveGeneralizedStress_Shell(), oofem::LatticeLinearElastic::giveLatticeStress3d(), oofem::MITC4Shell::giveLocalCoordinates(), oofem::MITC4Shell::giveLocalDirectorVectors(), oofem::MITC4Shell::giveMidplaneIPValue(), oofem::WinklerMaterial::giveRealStressVector_2dPlateSubSoil(), oofem::WinklerPasternakMaterial::giveRealStressVector_2dPlateSubSoil(), oofem::LinearElasticMaterial::giveRealStressVector_3d(), oofem::SimpleVitrificationMaterial::giveRealStressVector_3d(), oofem::TrabBoneEmbed::giveRealStressVector_3d(), oofem::TrabBoneNLEmbed::giveRealStressVector_3d(), oofem::TutorialMaterial::giveRealStressVector_3d(), oofem::WinklerMaterial::giveRealStressVector_3dBeamSubSoil(), oofem::LinearElasticMaterial::giveRealStressVector_3dDegeneratedShell(), oofem::DruckerPragerPlasticitySM::giveRegAlgorithmicStiffMatrix(), oofem::OrthotropicLinearElasticMaterial::giveTensorRotationMatrix(), oofem::OrthotropicLinearElasticMaterial::giveThermalDilatationVector(), local_cs(), oofem::MITC4Shell::NodalAveragingRecoveryMI_computeNodalValue(), orthogonalize(), oofem::ConcreteDPM2::performPlasticityReturn(), oofem::TrabBone3D::performPlasticityReturn(), oofem::ConcreteDPM::performRegularReturn(), oofem::TrabBone3D::projectOnYieldSurface(), rotate(), Tdot(), oofem::StructuralMaterial::transformStrainVectorTo(), oofem::StructuralMaterial::transformStressVectorTo(), and unrotate().

dot() [2/5]

template<std::size_t N, std::size_t M>

FloatArrayF< N > oofem::dot	(	const FloatArrayF< M > &	x,
		const FloatMatrixF< M, N > &	m )

Computes $ x_j m_ji = x \cdot m = m^{\mathrm{T}} \cdot x $.

Definition at line 710 of file floatmatrixf.h.

References N, and sum().

dot() [3/5]

template<std::size_t N>

double oofem::dot	(	const FloatArrayF< N > &	x,
		const FloatArrayF< N > &	y )

Computes $ x_i y_i $.

Definition at line 502 of file floatarrayf.h.

References N.

dot() [4/5]

template<std::size_t N, std::size_t M, std::size_t P>

FloatMatrixF< N, P > oofem::dot	(	const FloatMatrixF< N, M > &	a,
		const FloatMatrixF< M, P > &	b )

Computes \( a \cdot b \).

Todo

BLAS for larger matrix sizes (maybe)

Definition at line 641 of file floatmatrixf.h.

References N.

dot() [5/5]

template<std::size_t N, std::size_t M>

FloatArrayF< N > oofem::dot	(	const FloatMatrixF< N, M > &	m,
		const FloatArrayF< M > &	x )

Computes $ m_ij x_j = m \cdot x $.

Definition at line 695 of file floatmatrixf.h.

References N, and sum().

dotT()

template<std::size_t N, std::size_t M, std::size_t P>

FloatMatrixF< N, P > oofem::dotT	(	const FloatMatrixF< N, M > &	a,
		const FloatMatrixF< P, M > &	b )

Computes \( a \cdot b^{\mathrm{T}} \).

Todo

BLAS for larger matrix sizes (maybe)

Definition at line 659 of file floatmatrixf.h.

References N.

Referenced by oofem::Shell7Base::computeFAt(), oofem::FEI3dHexaLin::evaldNdx(), oofem::FEI3dHexaQuad::evaldNdx(), oofem::FEI3dHexaTriQuad::evaldNdx(), oofem::FEI3dTetQuad::evaldNdx(), oofem::FEI3dWedgeLin::evaldNdx(), oofem::FEI3dWedgeQuad::evaldNdx(), oofem::Shell7Base::giveDualBase(), oofem::AbaqusUserMaterial::giveFirstPKStressVector_3d(), oofem::PrescribedGenStrainShell7::setDeformationGradient(), and unrotate().

drawIGAPatchDeformedGeometry()

void oofem::drawIGAPatchDeformedGeometry	(	Element *	elem,
		StructuralElementEvaluator *	se,
		oofegGraphicContext &	gc,
		TimeStep *	tStep,
		UnknownType	)

Definition at line 1001 of file iga.C.

Referenced by oofem::BsplinePlaneStressElement::drawDeformedGeometry(), oofem::NURBSPlaneStressElement::drawDeformedGeometry(), and oofem::NURBSSpace3dElement::drawDeformedGeometry().

dyad()

template<std::size_t N, std::size_t M>

FloatMatrixF< N, M > oofem::dyad	(	const FloatArrayF< N > &	a,
		const FloatArrayF< M > &	b )

Computes the dyadic product \( m_{ij} = a_i b_j \).

Definition at line 732 of file floatmatrixf.h.

References N.

Referenced by oofem::ConcreteDPM2::computeDDGDDStress(), oofem::ConcreteDPM2::computeDDRhoDDStress(), oofem::ConcreteDPM::computeDDRhoDDStress(), oofem::PrescribedDispSlipBCNeumannRC::computeRebarDyad(), oofem::NonlinearFluidMaterial::computeTangent3D(), oofem::NonlinearMassTransferMaterial::computeTangent3D(), oofem::TrabBone3D::constructDerivativeOfPlasFlowDirec(), oofem::MisesMat::give3dMaterialStiffnessMatrix(), oofem::MisesMatGrad::give3dMaterialStiffnessMatrix(), oofem::TrabBone3D::give3dMaterialStiffnessMatrix(), oofem::TrabBoneGrad3D::give3dMaterialStiffnessMatrix(), oofem::TrabBoneNL3D::give3dMaterialStiffnessMatrix(), oofem::TutorialMaterial::give3dMaterialStiffnessMatrix(), oofem::IntMatBilinearCZFagerstrom::give3dStiffnessMatrix_dTdj(), and oofem::IntMatBilinearCZJansson::give3dStiffnessMatrix_dTdj().

eig()

template<std::size_t N>

std::pair< FloatArrayF< N >, FloatMatrixF< N, N > > oofem::eig	(	const FloatMatrixF< N, N > &	mat,
		int	nf = 9 )

Computes (real) eigenvalues and eigenvectors of receiver (must be symmetric)

Parameters

mat	Matrix.
nf	Number of significant figures.

Returns

Pair of eigenvalues and vectors..

Definition at line 1192 of file floatmatrixf.h.

References diag(), eye(), N, sum(), and zeros().

Referenced by oofem::EigenValueErrorCheckingRule::check(), oofem::StructuralMaterial::computePrincipalValDir(), and norm().

eig_inverse()

template<std::size_t N>

std::pair< FloatArrayF< N >, FloatMatrixF< N, N > > oofem::eig_inverse

(

const FloatMatrixF< N, N > &

mat

)

Computes (real) eigenvalues and eigenvectors of receiver (must be symmetric) using inverse iterations.

Parameters

mat

Matrix.

Returns

Pair of eigenvalues and vectors..

Definition at line 1315 of file floatmatrixf.h.

References dot(), inv(), N, and orthogonalize().

errorInfo()

OOFEM_EXPORT std::string oofem::errorInfo

(

const char *

func

)

Definition at line 47 of file error.C.

evalB()

void oofem::evalB	(	FloatMatrix &	answer,
		const Variable *	v,
		const FEInterpolation *	interpol,
		const Element &	cell,
		const FloatArray &	coords,
		const MaterialMode	mmode )

Evaluates $B$ = matrix;.

Parameters

answer	B matrix
v
interpol
cell
coords

Definition at line 69 of file termlibrary2.C.

References oofem::FEInterpolation::evaldNdx(), oofem::Element::giveGeometryType(), oofem::FEInterpolation::giveNumberOfNodes(), oofem::FloatMatrix::resize(), oofem::Variable::size, and oofem::FloatMatrix::zero().

Referenced by oofem::BDalphaPiTerm::evaluate_lin(), oofem::BTdSigmadT::evaluate_lin(), oofem::BTmuBTerm::evaluate_lin(), and oofem::BTmuVfBTerm::evaluate_lin().

evalVolumeFraction()

double oofem::evalVolumeFraction	(	const Variable *	vf,
		MPElement &	e,
		const FloatArray &	coords,
		TimeStep *	tstep )

evaluetes volume fraction by interpolating the values in gp

Definition at line 100 of file termlibrary2.C.

References oofem::FloatArray::dotProduct(), oofem::FEInterpolation::evalN(), oofem::MPElement::getUnknownVector(), and oofem::Variable::interpolation.

Referenced by oofem::BTmuVfBTerm::evaluate_lin(), oofem::deltaBTfiNpTerm::evaluate_lin(), and oofem::NTmuVfSNTerm::evaluate_lin().

eye()

template<std::size_t N>

FloatMatrixF< N, N > oofem::eye

(

)

Constructs an identity matrix.

Definition at line 944 of file floatmatrixf.h.

References N.

Referenced by oofem::XfemStructuralElementInterface::computeGlobalCohesiveTractionVector(), oofem::MITC4Shell::computeStiffnessMatrix(), oofem::PrescribedGradientBCNeumann::computeTangent(), oofem::HeMoBazNajMaterial::computeTangent3D(), oofem::HeMoKunzelMaterial::computeTangent3D(), oofem::HeMoTKMaterial::computeTangent3D(), oofem::IsotropicHeatTransferMaterial::computeTangent3D(), oofem::IsotropicMoistureTransferMaterial::computeTangent3D(), oofem::NonlinearFluidMaterial::computeTangent3D(), oofem::NonlinearMassTransferMaterial::computeTangent3D(), oofem::StructuralMaterial::convert_dSdE_2_dPdF_3D(), eig(), oofem::IntMatElastic::give3dStiffnessMatrix_dTdj(), oofem::IntMatCoulombContact::give3dStiffnessMatrix_Eng(), oofem::StructuralInterfaceMaterial::giveEngTraction_3d(), oofem::AbaqusUserMaterial::giveFirstPKStressVector_3d(), oofem::StructuralMaterial::giveFirstPKStressVector_3d(), oofem::StructuralPythonMaterial::giveFirstPKStressVector_3d(), oofem::AbaqusUserMaterial::giveRealStressVector_3d(), oofem::StructuralMaterial::giveStiffnessMatrix(), oofem::OrthotropicLinearElasticMaterial::giveTensorRotationMatrix(), oofem::OrthotropicLinearElasticMaterial::initializeFrom(), oofem::IntMatBilinearCZFagerstromStatus::initTempStatus(), oofem::IntMatBilinearCZJanssonStatus::initTempStatus(), oofem::IntMatBilinearCZFagerstromStatus::IntMatBilinearCZFagerstromStatus(), oofem::IntMatBilinearCZJanssonStatus::IntMatBilinearCZJanssonStatus(), inv(), oofem::LargeStrainMasterMaterialStatus::LargeStrainMasterMaterialStatus(), oofem::PrescribedGenStrainShell7::setDeformationGradient(), and oofem::StructuralInterfaceMaterialStatus::StructuralInterfaceMaterialStatus().

flatten()

template<std::size_t N, std::size_t M>

FloatArrayF< N *M > oofem::flatten

(

const FloatMatrixF< N, M > &

m

)

Constructs diagonal matrix from vector.

Definition at line 891 of file floatmatrixf.h.

References oofem::FloatMatrixF< N, M >::cols(), and oofem::FloatMatrixF< N, M >::rows().

Referenced by oofem::Tr21Stokes::computeInternalForcesVector(), oofem::Hexa21Stokes::computeStiffnessMatrix(), oofem::Tet21Stokes::computeStiffnessMatrix(), and oofem::Tr21Stokes::computeStiffnessMatrix().

free_convert_matrix()

void oofem::free_convert_matrix	(	float **	b,
		int	nrl )

Definition at line 13922 of file cemhydmat.C.

free_dmatrix()

void oofem::free_dmatrix	(	double **	m,
		int	nrl,
		int	nrh,
		int	ncl )

Definition at line 13875 of file cemhydmat.C.

free_dvector()

void oofem::free_dvector	(	double *	v,
		int	nl )

Definition at line 13861 of file cemhydmat.C.

free_imatrix()

void oofem::free_imatrix	(	int **	m,
		int	nrl,
		int	nrh,
		int	ncl )

Definition at line 13886 of file cemhydmat.C.

free_ivector()

void oofem::free_ivector	(	int *	v,
		int	nl )

Definition at line 13859 of file cemhydmat.C.

free_matrix()

void oofem::free_matrix	(	float **	m,
		int	nrl,
		int	nrh,
		int	ncl )

Definition at line 13864 of file cemhydmat.C.

free_submatrix()

void oofem::free_submatrix	(	float *	b,
		int	nrl )

Definition at line 13897 of file cemhydmat.C.

free_vector()

void oofem::free_vector	(	float *	v,
		int	nl )

Definition at line 13857 of file cemhydmat.C.

frictionShouldBeConsidered()

bool oofem::frictionShouldBeConsidered	(	double	friction,
		TimeStep *	tStep )

temporary auxiliary function

Definition at line 53 of file structuralpenaltycontactbc.C.

References oofem::TimeStep::giveNumber().

Referenced by oofem::StructuralPenaltyContactBoundaryCondition::computeInternalForcesFromContact(), oofem::StructuralPenaltyContactBoundaryCondition::computeTangentFromContact(), and oofem::StructuralPenaltyContactBoundaryCondition::computeTractions().

frobeniusNorm()

template<std::size_t N>

double oofem::frobeniusNorm

(

const FloatMatrixF< N, N > &

mat

)

Computes the Frobenius norm of the receiver. The Frobenius norm is defined as the square root of the sum of the absolute squares of its elements.

Returns

Frobenius norm.

Definition at line 1039 of file floatmatrixf.h.

References _LOOP_FLOATMATRIX.

Referenced by oofem::RVEStokesFlow::giveIPValue().

from_voigt_form_9()

FloatMatrixF< 3, 3 > oofem::from_voigt_form_9 ( const FloatArrayF< 9 > & v )

inline

Symmetrizes and stores a matrix in Voigt form: x_11, x_22, x_33, x_23, x_13, x_12, x_32, x_31, x_21

Definition at line 774 of file floatmatrixf.h.

Referenced by oofem::Shell7Base::computeStressMatrix(), oofem::AbaqusUserMaterial::giveFirstPKStressVector_3d(), oofem::LargeStrainMasterMaterial::giveFirstPKStressVector_3d(), and oofem::StructuralMaterial::giveFirstPKStressVector_3d().

from_voigt_strain_6()

FloatMatrixF< 3, 3 > oofem::from_voigt_strain_6 ( const FloatArrayF< 6 > & v )

inline

Converts Voigt vector to matrix form: e_11, e_22, e_33, v_23, v_13, v_12

Definition at line 835 of file floatmatrixf.h.

Referenced by oofem::ConcreteDPM::computeDuctilityMeasureDamage(), oofem::ConcreteDPM2::computeRateFactor(), oofem::MITC4Shell::giveCharacteristicTensor(), oofem::ConcreteDPM2::initDamaged(), and oofem::ConcreteDPM::initDamaged().

from_voigt_stress_6()

FloatMatrixF< 3, 3 > oofem::from_voigt_stress_6 ( const FloatArrayF< 6 > & v )

inline

Symmetrizes and stores a matrix in stress Voigt form: s_11, s_22, s_33, s_23, s_13, s_12

Definition at line 806 of file floatmatrixf.h.

Referenced by oofem::ConcreteDPM2::computeAlpha(), oofem::ConcreteDPM2::computeDCosThetaDStress(), oofem::ConcreteDPM::computeDCosThetaDStress(), oofem::ConcreteDPM2::computeDDCosThetaDDStress(), oofem::MITC4Shell::giveCharacteristicTensor(), oofem::AbaqusUserMaterial::giveFirstPKStressVector_3d(), oofem::LargeStrainMasterMaterial::giveFirstPKStressVector_3d(), oofem::StructuralMaterial::giveFirstPKStressVector_3d(), oofem::ConcreteDPM2::performRegularReturn(), and oofem::ConcreteDPM::performRegularReturn().

GiveClassFactory()

OOFEM_EXPORT ClassFactory & oofem::GiveClassFactory

(

)

This function must be used by all code that run at link time to ensure that the classFactory is constructed first. See "static initialization order fiasco" for explanation.

Definition at line 86 of file classfactory.C.

Referenced by oofem::InverseIteration::solve(), and oofem::SubspaceIteration::solve().

giveInternalStateTypeSize()

int oofem::giveInternalStateTypeSize

(

InternalStateValueType

valType

)

Definition at line 229 of file cltypes.C.

References ISVT_SCALAR, ISVT_TENSOR_G, ISVT_TENSOR_S3, ISVT_TENSOR_S3E, and ISVT_VECTOR.

Referenced by oofem::VTKExportModule::exportIntVarAs(), oofem::VTKXMLLatticeExportModule::exportIntVars(), oofem::VTKXMLPeriodicExportModule::exportIntVars(), oofem::VTKBaseExportModule::getCellVariableFromIS(), oofem::VTKBaseExportModule::getNodalVariableFromIS(), oofem::VTKXMLXFemExportModule::getNodalVariableFromXFEMST(), oofem::Shell7BaseXFEM::recoverValuesFromCZIP(), oofem::VTKXMLExportModule::writeCellVars(), oofem::VTKXMLLatticeExportModule::writeCellVarsCross(), oofem::VTKXMLExportModule::writeExternalForces(), oofem::VTKXMLExportModule::writePrimaryVars(), and oofem::VTKXMLXFemExportModule::writeXFEMVars().

giveInternalStateValueType() [1/2]

InternalStateValueType oofem::giveInternalStateValueType

(

InternalStateType

type

)

Returns

The value type of corresponding InternalStateType

Todo

Should be have these are S3E or just S3?

Definition at line 75 of file cltypes.C.

References ISVT_SCALAR, ISVT_TENSOR_G, ISVT_TENSOR_S3, ISVT_TENSOR_S3E, ISVT_UNDEFINED, and ISVT_VECTOR.

Referenced by oofem::Shell7Base::CopyIPvaluesToNodes(), oofem::VTKExportModule::exportCellVars(), oofem::VTKExportModule::exportIntVars(), oofem::VTKXMLLatticeExportModule::exportIntVars(), oofem::VTKXMLPeriodicExportModule::exportIntVars(), oofem::VTKXMLExportModule::exportIntVarsInGpAs(), oofem::VTKBaseExportModule::getCellVariableFromIS(), oofem::VTKBaseExportModule::getNodalVariableFromIS(), oofem::VTKBaseExportModule::getNodalVariableFromPrimaryField(), oofem::Shell7BaseXFEM::giveCZExportData(), oofem::VTKXMLExportModule::giveDataHeaders(), oofem::Element::giveGlobalIPValue(), oofem::LayeredCrossSection::giveIPValue(), oofem::Shell7Base::giveL2contribution(), oofem::Shell7BaseXFEM::giveShellExportData(), oofem::Shell7Base::nodalLeastSquareFitFromIP(), oofem::Shell7BaseXFEM::recoverValuesFromCZIP(), oofem::VTKXMLExportModule::writeCellVars(), oofem::VTKXMLLatticeExportModule::writeCellVarsCross(), oofem::VTKXMLExportModule::writeExternalForces(), and oofem::VTKXMLExportModule::writePrimaryVars().

giveInternalStateValueType() [2/2]

InternalStateValueType oofem::giveInternalStateValueType

(

UnknownType

type

)

Definition at line 249 of file cltypes.C.

References __UnknownTypeToString(), ISVT_SCALAR, ISVT_VECTOR, and OOFEM_ERROR.

gss()

template<class T>

double oofem::gss	(	double	ax,
		double	bx,
		double	cx,
		const T &	f,
		double	tol,
		double &	xmin )

Minimize function of one variable using golden section search

golden section search routine for finding the minimum of given function represented by functor f. Input parameters: ax, bx, cx -> three x-coordinates bracketing the minima (ax < bx < cx and f(bx) < f(ax) and f(bx) < f(cx)) tol - tolerance Output parameters: xmin coordinate of minima return value - the minimum found

Done according to Scientific Computation WS 2001/2002 by Gaston Gonnet http://linneus20.ethz.ch:8080/wsrscript.html

Definition at line 208 of file mathfem.h.

References MATHFEM_C, and MATHFEM_R.

InstanciateProblem()

OOFEM_EXPORT std::unique_ptr< EngngModel > oofem::InstanciateProblem	(	DataReader &	dr,
		problemMode	mode,
		int	contextFlag,
		EngngModel *	master = 0,
		bool	parallelFlag = false )

Instanciates the new problem.

Parameters

dr	DataReader containing the problem data.
mode	Mode determining macro or micro problem.
master	Master problem in case of multiscale computations.
parallelFlag	Determines if the problem should be run in parallel or not.
contextFlag	When set, turns on context output after each step.

Todo

Make this function robust, it can't be allowed to fail (the record keyword is not a normal field-id)

Definition at line 153 of file util.C.

References classFactory, oofem::InputRecord::clone(), COM_Always, oofem::DataReader::giveDescription(), oofem::DataReader::giveInputRecord(), oofem::DataReader::giveOutputFileName(), and OOFEM_WARNING.

Referenced by oofem::FE2FluidMaterialStatus::createRVE(), oofem::StructuralFE2MaterialStatus::createRVE(), oofem::StructuralSlipFE2MaterialStatus::createRVE(), oofem::MicroMaterial::initializeFrom(), oofem::AdditiveManufacturingProblem::instanciateSlaveProblems(), oofem::StaggeredProblem::instanciateSlaveProblems(), oofem::ProblemSequence::instanciateYourself(), oofem::SolutionbasedShapeFunction::loadProblem(), oofem::RVEStokesFlowMaterialStatus::RVEStokesFlowMaterialStatus(), oofem::HuertaErrorEstimator::solveRefinedElementProblem(), oofem::HuertaErrorEstimator::solveRefinedPatchProblem(), and oofem::HuertaErrorEstimator::solveRefinedWholeProblem().

inv()

template<std::size_t N>

FloatMatrixF< N, N > oofem::inv	(	const FloatMatrixF< N, N > &	mat,
		double	zeropiv = 1e-24 )

Computes the inverse.

Definition at line 1138 of file floatmatrixf.h.

References eye(), inv_22(), inv_33(), N, and OOFEM_ERROR.

Referenced by oofem::FEI2dQuadBiQuad::_evaldNdx(), oofem::ConcreteDPM2::compute3dTangentStiffness(), oofem::ConcreteDPM::computeAMatrix(), oofem::MITC4Shell::computeBmatrixAt(), oofem::FEContactSurface::computeContactPointLocalCoordinates_3d(), oofem::FloatMatrix::computeReciprocalCondition(), oofem::LinearElasticMaterial::computesSubTangents(), oofem::TrabBone3D::constructAnisoComplTensor(), eig_inverse(), oofem::FEI2dQuadLin::evaldNdx(), oofem::FEI2dQuadQuad::evaldNdx(), oofem::FEI2dQuadQuad::evaldNdx(), oofem::FEI2dTrQuad::evaldNdx(), oofem::FEI2dTrQuad::evaldNdx(), oofem::FEI3dHexaLin::evaldNdx(), oofem::FEI3dHexaLin::evaldNdx(), oofem::FEI3dHexaQuad::evaldNdx(), oofem::FEI3dHexaQuad::evaldNdx(), oofem::FEI3dHexaTriQuad::evaldNdx(), oofem::FEI3dTetQuad::evaldNdx(), oofem::FEI3dTetQuad::evaldNdx(), oofem::FEI3dWedgeLin::evaldNdx(), oofem::FEI3dWedgeLin::evaldNdx(), oofem::FEI3dWedgeQuad::evaldNdx(), oofem::FEI3dWedgeQuad::evaldNdx(), oofem::StructuralMaterial::give1dStressStiffMtrx(), oofem::StructuralMaterial::give1dStressStiffnessMatrix_dPdF(), oofem::StructuralMaterial::give2dBeamLayerStiffMtrx(), oofem::TrabBone3D::give3dMaterialStiffnessMatrix(), oofem::TrabBoneEmbed::give3dMaterialStiffnessMatrix(), oofem::TrabBoneGrad3D::give3dMaterialStiffnessMatrix(), oofem::TrabBoneNL3D::give3dMaterialStiffnessMatrix(), oofem::MITC4Shell::givedNdx(), oofem::Shell7Base::giveDualBase(), oofem::StructuralMaterial::giveFiberStiffMtrx(), oofem::AbaqusUserMaterial::giveFirstPKStressVector_3d(), oofem::StructuralPythonMaterial::giveFirstPKStressVector_3d(), oofem::IntMatBilinearCZFagerstrom::giveFirstPKTraction_3d(), oofem::IntMatBilinearCZFagerstromRate::giveFirstPKTraction_3d(), oofem::IntMatBilinearCZJansson::giveFirstPKTraction_3d(), oofem::StructuralMaterial::givePlaneStressStiffMtrx(), oofem::StructuralMaterial::givePlaneStressStiffnessMatrix_dPdF(), oofem::StructuralMaterial::givePlateLayerStiffMtrx(), oofem::TrabBoneEmbed::giveRealStressVector_3d(), oofem::TrabBoneNLEmbed::giveRealStressVector_3d(), oofem::DruckerPragerPlasticitySM::giveRegAlgorithmicStiffMatrix(), oofem::BTSigmaTerm2::grad(), oofem::MITC4Shell::NodalAveragingRecoveryMI_computeNodalValue(), oofem::ConcreteDPM2::performPlasticityReturn(), oofem::TrabBone3D::performPlasticityReturn(), oofem::TrabBone3D::projectOnYieldSurface(), and rcond().

inv_22()

FloatMatrixF< 2, 2 > oofem::inv_22 ( const FloatMatrixF< 2, 2 > & mat, double  )

inline

Computes the inverse.

Definition at line 1107 of file floatmatrixf.h.

References det().

Referenced by inv().

inv_33()

FloatMatrixF< 3, 3 > oofem::inv_33 ( const FloatMatrixF< 3, 3 > & mat, double  )

inline

Computes the inverse.

Definition at line 1119 of file floatmatrixf.h.

References det().

Referenced by inv().

iperm()

int oofem::iperm	(	int	val,
		int	rank )

Returns iperm of val, in specific rank

Definition at line 261 of file mathfem.C.

Referenced by oofem::Concrete2::dtp2(), and oofem::Concrete2::dtp3().

isfinite() [1/3]

OOFEM_EXPORT bool oofem::isfinite

(

const FloatArray &

x

)

Definition at line 1036 of file floatarray.C.

References oofem::FloatArray::isAllFinite().

isfinite() [2/3]

template<std::size_t N>

bool oofem::isfinite

(

const FloatArrayF< N > &

x

)

Returns true if all coefficients of the receiver are finite, else false.

Definition at line 441 of file floatarrayf.h.

isfinite() [3/3]

template<std::size_t N, std::size_t M>

bool oofem::isfinite

(

const FloatMatrixF< N, M > &

mat

)

Returns true if no element is not finite (NAN or infinite).

Definition at line 559 of file floatmatrixf.h.

isnan()

bool oofem::isnan ( double x )

inline

Definition at line 116 of file mathfem.h.

iszero() [1/2]

OOFEM_EXPORT bool oofem::iszero

(

const FloatArray &

x

)

Definition at line 1041 of file floatarray.C.

References oofem::FloatArray::containsOnlyZeroes().

iszero() [2/2]

template<std::size_t N>

bool oofem::iszero

(

const FloatArrayF< N > &

x

)

Returns true if all coefficients of the receiver are 0, else false.

Definition at line 429 of file floatarrayf.h.

local_cs() [1/2]

FloatMatrixF< 2, 2 > oofem::local_cs ( const FloatArrayF< 2 > & normal )

inline

Constructs a local coordinary system for the given normal.

Parameters

normal

Normal (normalized).

Definition at line 589 of file floatmatrixf.h.

Referenced by oofem::Shell7BaseXFEM::computeCohesiveTangentAt().

local_cs() [2/2]

FloatMatrixF< 3, 3 > oofem::local_cs ( const FloatArrayF< 3 > & normal )

inline

Definition at line 597 of file floatmatrixf.h.

References cross(), dot(), and norm().

logData()

template<class T>

void oofem::logData

(

T

myArray

)

Definition at line 38 of file solutionbasedshapefunction.C.

Referenced by logDataMsg(), and logDataMsg().

logDataMsg() [1/2]

template<class T>

void oofem::logDataMsg	(	const char *	c,
		T	myArray )

Definition at line 49 of file solutionbasedshapefunction.C.

References logData().

logDataMsg() [2/2]

template<class T>

void oofem::logDataMsg	(	const char *	c,
		T	myArray,
		const char *	c2 )

Definition at line 56 of file solutionbasedshapefunction.C.

References logData().

ls2fit()

void oofem::ls2fit	(	const FloatArray &	x,
		const FloatArray &	y,
		FloatArray &	a )

Least-square fit of 2nd degree polynomial \( y = a_0 + a_1 x + a_2 x^2 \).

Parameters

x	X-values.
y	Y-values.
a	Computed coefficients.

Definition at line 272 of file mathfem.C.

References oofem::FloatArray::giveSize(), oofem::FloatArray::resize(), and oofem::FloatArray::zero().

macbra()

double oofem::macbra ( double x )

inline

Returns the positive part of given float.

Definition at line 128 of file mathfem.h.

Referenced by oofem::RCSDEMaterial::computeCurrEquivStrain(), oofem::RCSDMaterial::computeCurrEquivStrain(), oofem::AnisotropicDamageMaterial::computeDamage(), oofem::AnisotropicDamageMaterial::computeDimensionlessOutOfPlaneStress(), oofem::IsoInterfaceDamageMaterial::computeEquivalentStrain(), oofem::IsoInterfaceDamageMaterial_2::computeEquivalentStrain(), oofem::AnisotropicDamageMaterial::computeInplaneStress(), oofem::AnisotropicDamageMaterial::computeOutOfPlaneStrain(), oofem::TF1::computeValueAt(), oofem::M4Material::FDminus(), oofem::M4Material::FDplus(), oofem::M4Material::FN(), oofem::M4Material::FT(), oofem::M4Material::FVplus(), oofem::IsoInterfaceDamageMaterial_2::giveEngTraction_3d(), oofem::AnisotropicDamageMaterial::giveRealStressVector_PlaneStress(), and oofem::LevelSetPCS::pcs_stage1().

max() [1/4]

template<std::size_t N>

FloatArrayF< N > oofem::max	(	const FloatArrayF< N > &	a,
		const FloatArrayF< N > &	b )

Definition at line 512 of file floatarrayf.h.

References N.

Referenced by oofem::FloatMatrix::addSubVectorCol(), oofem::FloatMatrix::addSubVectorRow(), oofem::DynCompCol::assemble(), oofem::Subdivision::assignGlobalNumbersToElements(), oofem::FloatArray::beMaxOf(), oofem::Subdivision::bisectMesh(), oofem::OctreeSpatialLocalizer::buildOctreeDataStructure(), oofem::DynCompCol::checkSizeTowards(), oofem::DynCompCol::checkSizeTowards(), oofem::DynCompRow::checkSizeTowards(), oofem::DynCompRow::checkSizeTowards(), oofem::SkylineUnsym::checkSizeTowards(), oofem::SkylineUnsym::checkSizeTowards(), oofem::FCMMaterial::checkStrengthCriterion(), oofem::CommunicationPacket::CommunicationPacket(), oofem::BinghamFluidMaterial2::computeActualViscosity(), oofem::MatlabExportModule::computeArea(), oofem::DelaunayTriangulator::computeBBXBasedOnNodeData(), oofem::TR1_2D_SUPG::computeCriticalLEPlicTimeStep(), oofem::Tet1_3D_SUPG::computeCriticalTimeStep(), oofem::TR1_2D_CBS::computeCriticalTimeStep(), oofem::RCSDEMaterial::computeCurrEquivStrain(), oofem::RCSDMaterial::computeCurrEquivStrain(), oofem::ConcreteFCM::computeD2ModulusForCrack(), oofem::LatticeDamage::computeDeltaDissipation2d(), oofem::LatticeDamage::computeDeltaDissipation3d(), oofem::Eurocode2CreepMaterial::computeEquivalentAge(), oofem::Eurocode2CreepMaterial::computeEquivalentMaturity(), oofem::IsotropicDamageMaterial1::computeEquivalentStrain(), oofem::Masonry02::computeF3HardeningLaw(), oofem::FRCFCM::computeFiberBond(), oofem::NlDEIDynamic::computeMassMtrx(), oofem::FCMMaterial::computeMaxNormalCrackOpening(), oofem::FRCFCMNL::computeNonlocalStressInFibers(), oofem::FRCFCMNL::computeNonlocalStressInFibersInUncracked(), oofem::FloatMatrix::computeNorm(), oofem::FCMMaterial::computeNormalCrackOpening(), oofem::Eurocode2CreepMaterial::computeShrinkageParams(), oofem::FRCFCM::computeStressInFibersInCracked(), oofem::FRCFCM::computeTempDamage(), oofem::IntMatBilinearCZ::computeYieldFunction(), oofem::FloatMatrix::copySubVectorRow(), oofem::PFEM::deactivateTooCloseParticles(), oofem::WallClockLoadBalancerMonitor::decide(), oofem::NlDEIDynamic::estimateMaxPackSize(), oofem::NonLinearDynamic::estimateMaxPackSize(), oofem::NonLinearStatic::estimateMaxPackSize(), oofem::HuertaRemeshingCriteria::estimateMeshDensities(), oofem::SkylineUnsym::factorized(), oofem::GaussIntegrationRule::getRequiredNumberOfIntegrationPoints(), oofem::StokesFlowVelocityHomogenization::giveAreaOfRVE(), oofem::UnstructuredGridField::Cell::giveBoundingBox(), oofem::GeometryBasedEI::giveBoundingSphere(), oofem::FRCFCM::giveCrackingModulus(), oofem::ConcreteFCM::giveCrackingModulusInTension(), oofem::AdditiveManufacturingProblem::giveDeltaT(), oofem::StaggeredProblem::giveDeltaT(), oofem::ScalarErrorIndicator::giveElementError(), oofem::SimpleInterfaceMaterial::giveEngTraction_3d(), oofem::IntMatBilinearCZ::giveFirstPKTraction_3d(), oofem::ConcreteFCMViscoElastic::giveIPValue(), oofem::FCMMaterial::giveIPValue(), oofem::FRCFCMNL::giveIPValue(), oofem::RCM2Material::giveIPValue(), oofem::DirectErrorIndicatorRC::giveLocalDofManDensity(), oofem::DirectErrorIndicatorRC::giveLocalDofManIndicator(), oofem::FCMMaterial::giveMaterialStiffnessMatrix(), oofem::Shell7BaseXFEM::giveMaxCZDamages(), oofem::OctreeSpatialLocalizerT< T > *::giveMaxTreeDepthFrom(), oofem::NlIsoMoistureMaterial::giveMoistureContent(), oofem::CBS::giveNextStep(), oofem::ConcreteFCM::giveNormalCrackingStress(), oofem::FCMMaterial::giveNumberOfCracksForShearDirection(), oofem::EnrichmentItem::giveNumberOfEnrDofs(), oofem::MDM::giveRawMDMParameters(), oofem::M4Material::giveRealMicroplaneStressVector(), oofem::CompoDamageMat::giveRealStressVector(), oofem::FCMMaterial::giveRealStressVector(), oofem::FRCFCMNL::giveRealStressVector(), oofem::RCSDEMaterial::giveRealStressVector(), oofem::RCSDMaterial::giveRealStressVector(), oofem::RCSDNLMaterial::giveRealStressVector(), oofem::IDNLMaterial::giveRemoteNonlocalStiffnessContribution(), oofem::CombinedZZSIRemeshingCriteria::giveRequiredDofManDensity(), oofem::HuertaRemeshingCriteria::giveRequiredDofManDensity(), oofem::ZZRemeshingCriteria::giveRequiredDofManDensity(), oofem::Eurocode2CreepMaterial::giveShrinkageStrainVector(), oofem::oofegGraphicContext::init(), oofem::SolutionbasedShapeFunction::init(), oofem::IntMatIsoDamage::initializeFrom(), oofem::IntMatIsoDamageTable::initializeFrom(), oofem::IsoInterfaceDamageMaterial::initializeFrom(), oofem::IsoInterfaceDamageMaterial_2::initializeFrom(), oofem::IsotropicDamageMaterial::initializeFrom(), oofem::UnstructuredGridField::initOctree(), oofem::FRCFCMNL::isInElementProjection(), oofem::FRCFCMNL::isStrengthExceeded(), oofem::FEI2dLineConst::local2global(), oofem::FEI2dLineHermite::local2global(), oofem::FEI2dLineLin::local2global(), oofem::Tet1_3D_SUPG::LS_PCS_computeVOFFractions(), oofem::ConcreteFCM::maxShearStress(), oofeg_drawIsoLinesOnQuad(), oofeg_drawIsoLinesOnTriangle(), oofem::LevelSetPCS::pcs_stage1(), oofem::ConcreteDPM2::performRegularReturn(), oofem::LatticeBondPlasticity::performRegularReturn(), oofem::LatticePlasticityDamage::performRegularReturn(), oofem::LevelSetPCS::redistance(), oofem::CylindricalALM::search(), oofem::LineSearchNM::search(), oofem::oofegGraphicContext::setActiveProblem(), oofem::LayeredCrossSection::setupIntegrationPoints(), oofem::HuertaErrorEstimatorInterface::setupRefinedElementProblem1D(), oofem::FreemInterface::smoothNodalDensities(), oofem::HuertaErrorEstimator::solveRefinedElementProblem(), oofem::PFEM::solveYourselfAt(), oofem::SUPG::solveYourselfAt(), oofem::Concrete2::strsoft(), oofem::DirectErrorIndicatorRC::unpackSharedDofManLocalDensities(), oofem::DirectErrorIndicatorRC::unpackSharedDofManLocalIndicatorVals(), oofem::Tet1_3D_SUPG::updateStabilizationCoeffs(), oofem::TR1_2D_SUPG2::updateStabilizationCoeffs(), oofem::TR1_2D_SUPG2_AXI::updateStabilizationCoeffs(), oofem::TR1_2D_SUPG::updateStabilizationCoeffs(), oofem::TR1_2D_SUPG_AXI::updateStabilizationCoeffs(), and oofem::FastMarchingMethod::updateTrialValue().

max() [2/4]

double oofem::max ( double i, double j )

inline

Returns bigger value form two given floats.

Definition at line 96 of file mathfem.h.

max() [3/4]

int oofem::max ( int i, int j )

inline

Returns bigger value form two given decimals.

Definition at line 84 of file mathfem.h.

max() [4/4]

long oofem::max ( long i, long j )

inline

Returns bigger value form two given long decimals.

Definition at line 92 of file mathfem.h.

min() [1/5]

template<std::size_t N>

FloatArrayF< N > oofem::min	(	const FloatArrayF< N > &	a,
		const FloatArrayF< N > &	b )

Definition at line 522 of file floatarrayf.h.

References N.

Referenced by oofem::MDM::applyDamageToStiffness(), oofem::FloatArray::beMinOf(), oofem::Skyline::buildInternalStructure(), oofem::SkylineUnsym::buildInternalStructure(), oofem::OctreeSpatialLocalizer::buildOctreeDataStructure(), oofem::PolylineNonlocalBarrier::calculateMinimumDistanceFromBoundary(), oofem::RowColumn::checkSizeTowards(), oofem::ConcreteFCM::checkSnapBack(), oofem::ConcreteDPM2::compute3dSecantStiffness(), oofem::ConcreteDPM2::compute3dTangentStiffness(), oofem::DelaunayTriangulator::computeAlphaComplex(), oofem::FRCFCMNL::computeAngleBetweenVectors(), oofem::MatlabExportModule::computeArea(), oofem::DelaunayTriangulator::computeBBXBasedOnNodeData(), oofem::FRCFCM::computeCrackFibreAngle(), oofem::Eurocode2CreepMaterial::computeCreepParams(), oofem::TR1_2D_SUPG::computeCriticalLEPlicTimeStep(), oofem::LEPlic::computeCriticalTimeStep(), oofem::Tet1_3D_SUPG::computeCriticalTimeStep(), oofem::TR1_2D_CBS::computeCriticalTimeStep(), oofem::TR1_2D_PFEM::computeCriticalTimeStep(), oofem::ConcreteFCM::computeD2ModulusForCrack(), oofem::FRCFCM::computeD2ModulusForCrack(), oofem::FRCFCMNL::computeDebondedLength(), oofem::FRCFCMNL::computeDecreaseInFibreStress(), oofem::FRCFCM::computeEffectiveShearModulus(), oofem::Eurocode2CreepMaterial::computeEquivalentMaturity(), oofem::Beam2d::computeInitialStressMatrix(), oofem::Beam3d::computeInitialStressMatrix(), oofem::LatticeDamage::computeIntervals(), oofem::FCMMaterial::computeNumerD2Modulus(), oofem::SloanGraphNode::computeProfileHeight(), oofem::ConcreteFCM::computeResidualTensileStrength(), oofem::FRCFCM::computeTempDamage(), oofem::FCMMaterial::computeTotalD2Modulus(), oofem::PFEM::deactivateTooCloseParticles(), oofem::WallClockLoadBalancerMonitor::decide(), oofem::FloatArray::distance_square(), oofem::FRCFCM::estimateD2ModulusForCrack(), oofem::HuertaRemeshingCriteria::estimateMeshDensities(), oofem::ZZRemeshingCriteria::estimateMeshDensities(), oofem::VTKExportModule::exportIntVarAs(), oofem::VTKExportModule::exportPrimVarAs(), oofem::IsotropicDamageMaterial::give1dStressStiffMtrx(), oofem::MPSDamMaterial::give1dStressStiffMtrx(), oofem::IntMatIsoDamage::give2dStiffnessMatrix_Eng(), oofem::LatticeDamage::give3dLatticeStiffnessMatrix(), oofem::LatticePlasticityDamage::give3dLatticeStiffnessMatrix(), oofem::LatticePlasticityDamageViscoelastic::give3dLatticeStiffnessMatrix(), oofem::IsotropicDamageMaterial::give3dMaterialStiffnessMatrix(), oofem::MPSDamMaterial::give3dMaterialStiffnessMatrix(), oofem::IntMatIsoDamage::give3dStiffnessMatrix_Eng(), oofem::IsoInterfaceDamageMaterial::give3dStiffnessMatrix_Eng(), oofem::IsoInterfaceDamageMaterial_2::give3dStiffnessMatrix_Eng(), oofem::StokesFlowVelocityHomogenization::giveAreaOfRVE(), oofem::CombinedZZSIRemeshingCriteria::giveDofManDensity(), oofem::HuertaRemeshingCriteria::giveDofManDensity(), oofem::ZZRemeshingCriteria::giveDofManDensity(), oofem::BinghamFluidMaterial2::giveEffectiveViscosity(), oofem::IntMatIsoDamage::giveEngTraction_3d(), oofem::SimpleInterfaceMaterial::giveEngTraction_3d(), oofem::IsotropicGradientDamageMaterial::giveGradientDamageStiffnessMatrix_uu(), oofem::ConcreteFCMViscoElastic::giveIPValue(), oofem::CBS::giveNextStep(), oofem::PFEM::giveNextStep(), oofem::SUPG::giveNextStep(), oofem::OctreeSpatialLocalizer::giveNodeClosestToPoint(), oofem::SloanGraph::giveNodeWithMinDegree(), oofem::IsotropicDamageMaterial::givePlaneStrainStiffMtrx(), oofem::MPSDamMaterial::givePlaneStrainStiffMtrx(), oofem::IsotropicDamageMaterial::givePlaneStressStiffMtrx(), oofem::MPSDamMaterial::givePlaneStressStiffMtrx(), oofem::HydratingConcreteMat::GivePower(), oofem::M4Material::giveRealMicroplaneStressVector(), oofem::CompoDamageMat::giveRealStressVector(), oofem::FCMMaterial::giveRealStressVector(), oofem::RCSDNLMaterial::giveRealStressVector(), oofem::CombinedZZSIRemeshingCriteria::giveRequiredDofManDensity(), oofem::DelaunayTriangle::giveShortestEdgeLength(), oofem::Natural2GlobalOrdering::init(), oofem::SolutionbasedShapeFunction::init(), oofem::IntMatIsoDamage::initializeFrom(), oofem::IntMatIsoDamageTable::initializeFrom(), oofem::IsoInterfaceDamageMaterial::initializeFrom(), oofem::IsoInterfaceDamageMaterial_2::initializeFrom(), oofem::IsotropicDamageMaterial::initializeFrom(), oofem::UnstructuredGridField::initOctree(), oofem::FRCFCMNL::isInElementProjection(), oofem::DofManager::isLocal(), oofem::Subdivision::isNodeLocalIrregular(), oofem::Subdivision::isNodeLocalSharedIrregular(), oofem::Tet1_3D_SUPG::LS_PCS_computeVOFFractions(), oofem::FRCFCM::maxShearStress(), oofeg_drawIsoLinesOnQuad(), oofeg_drawIsoLinesOnTriangle(), oofem::Polygon::pointDistance(), oofem::FloatMatrix::resizeWithData(), oofem::HuertaErrorEstimatorInterface::setupRefinedElementProblem1D(), oofem::InverseIteration::solve(), oofem::SubspaceIteration::solve(), oofem::SpatialLocalizerInterface::SpatialLocalizerI_BBoxContainsPoint(), oofem::Concrete2::strsoft(), oofem::Graph::testIfCoincident(), and oofem::FastMarchingMethod::updateTrialValue().

min() [2/5]

double oofem::min ( double i, double j )

inline

Returns smaller value from two given floats.

Definition at line 80 of file mathfem.h.

min() [3/5]

int oofem::min ( int i, int j )

inline

Returns smaller value from two given decimals.

Definition at line 59 of file mathfem.h.

min() [4/5]

long oofem::min ( long i, long j )

inline

Returns smaller value from two given long decimals.

Definition at line 63 of file mathfem.h.

min() [5/5]

unsigned long oofem::min ( unsigned long i, unsigned long j )

inline

Returns smaller value from two given long decimals.

Definition at line 67 of file mathfem.h.

mult()

template<std::size_t N>

FloatArrayF< N > oofem::mult	(	const FloatArrayF< N > &	x,
		const FloatArrayF< N > &	y )

Element-wise multiplication.

Definition at line 322 of file floatarrayf.h.

References N.

Referenced by oofem::LatticeDamage::computeDeltaDissipation2d(), oofem::LatticeDamage::computeDeltaDissipation3d(), oofem::LatticeBondPlasticity::performPlasticityReturn(), and oofem::LatticePlasticityDamage::performPlasticityReturn().

negbra()

double oofem::negbra ( double x )

inline

Returns the negative part of given float.

Definition at line 130 of file mathfem.h.

Referenced by oofem::LevelSetPCS::pcs_stage1().

Nmatrix() [1/2]

template<std::size_t N, std::size_t NSD>

FloatMatrixF< NSD, N > oofem::Nmatrix

(

const FloatArrayF< N > &

n

)

Constructs "N" matrix N_1 0 0 N_2 ... 0 N_1 0 0 ... 0 0 N_1 0 ...

Definition at line 981 of file floatmatrixf.h.

References N.

Nmatrix() [2/2]

template<std::size_t N, std::size_t NSD>

FloatMatrixF< N *3, NSD > oofem::Nmatrix

(

const FloatArrayF< N > &

n

)

Constructs the N matrix

Parameters

n	Vector with components which will appear in respective diagonal.

Definition at line 574 of file floatmatrixf.h.

References N.

Referenced by oofem::HuertaErrorEstimatorInterface::setupRefinedElementProblem1D(), oofem::HuertaErrorEstimatorInterface::setupRefinedElementProblem2D(), oofem::HuertaErrorEstimatorInterface::setupRefinedElementProblem3D(), oofem::HuertaErrorEstimator::solveRefinedElementProblem(), and oofem::HuertaErrorEstimator::solveRefinedWholeProblem().

norm() [1/3]

OOFEM_EXPORT double oofem::norm

(

const FloatArray &

x

)

Definition at line 1026 of file floatarray.C.

References oofem::FloatArray::computeNorm().

Referenced by oofem::MMALeastSquareProjection::__init(), oofem::LatticeBondPlasticity::checkForVertexCase(), oofem::IntElLine1::computeAreaAround(), oofem::IntElLine1PF::computeAreaAround(), oofem::IntElLine1PhF::computeAreaAround(), oofem::Tr2Shell7XFEM::computeAreaAround(), oofem::FEContactSurface::computeContactPointLocalCoordinates_2d(), oofem::FEContactSurface::computeContactPointLocalCoordinates_3d(), oofem::LatticeDamage::computeDeltaDissipation2d(), oofem::LatticeDamage::computeDeltaDissipation3d(), oofem::ConcreteDPM2::computeDeltaPlasticStrainNormCompression(), oofem::ConcreteDPM2::computeDeltaPlasticStrainNormTension(), oofem::LatticeDamage::computeEquivalentStrain(), oofem::NonlinearMassTransferMaterial::computeFlux3D(), oofem::LatticeBondPlasticity::computeFVector(), oofem::LatticePlasticityDamage::computeFVector(), oofem::IntElPoint::computeLocalSlipDir(), oofem::Quad1Mindlin::computeMidPlaneNormal(), oofem::Quad1MindlinShell3D::computeMidPlaneNormal(), oofem::LatticeBondPlasticity::computeMVector(), oofem::LatticePlasticityDamage::computeMVector(), oofem::FloatMatrix::computeNorm(), oofem::PetscSparseMtrx::computeNorm(), oofem::StructuralContactElement_LineLin::computeNormalVectorAt(), oofem::StructuralContactElement_QuadLin::computeNormalVectorAt(), oofem::StructuralContactElement_TrLin::computeNormalVectorAt(), oofem::HTSelement::computeOutwardNormalMatrix(), oofem::NonlinearMassTransferMaterial::computeTangent3D(), oofem::FE2FluidMaterial::computeTangents3D(), oofem::Shell7Base::computeThicknessMappingCoeff(), oofem::IntElLine1::computeTransformationMatrixAt(), oofem::IntElLine1PhF::computeTransformationMatrixAt(), oofem::IntElPoint::computeTransformationMatrixAt(), oofem::LatticeBondPlasticity::computeYieldValue(), oofem::LatticePlasticityDamage::computeYieldValue(), oofem::TrabBone3D::constructDerivativeOfPlasFlowDirec(), oofem::TrabBone3D::constructPlasFlowDirec(), cubic(), distance(), oofem::PlaneStress2d::drawSpecial(), oofem::Quad1PlaneStrain::drawSpecial(), oofem::TrPlaneStress2d::drawSpecial(), oofem::Shell7Base::edgeComputeLengthAround(), oofem::StructuralFE2Material::give3dMaterialStiffnessMatrix(), oofem::IntMatCoulombContact::giveEngTraction_3d(), oofem::SimpleInterfaceMaterial::giveEngTraction_3d(), oofem::IntMatBilinearCZFagerstrom::giveFirstPKTraction_3d(), oofem::IntMatBilinearCZFagerstromRate::giveFirstPKTraction_3d(), oofem::IntMatBilinearCZJansson::giveFirstPKTraction_3d(), oofem::FE2FluidMaterial::giveIPValue(), oofem::LatticeDamageViscoelastic::giveLatticeStress3d(), oofem::LatticePlasticityDamageViscoelastic::giveLatticeStress3d(), oofem::OrthotropicLinearElasticMaterial::giveTensorRotationMatrix(), local_cs(), oofem::Quad10_2D_SUPG::LS_PCS_computeF(), oofem::Tet1_3D_SUPG::LS_PCS_computeF(), oofem::TR1_2D_SUPG::LS_PCS_computeF(), normalize(), oofem::FloatArray::normalize_giveNorm(), orthogonalize(), oofem::LatticeDamage::performDamageEvaluation(), oofem::LatticePlasticityDamage::performDamageEvaluation(), oofem::ConcreteDPM2::performRegularReturn(), oofem::LatticeBondPlasticity::performRegularReturn(), oofem::LatticePlasticityDamage::performRegularReturn(), oofem::LatticeBondPlasticity::performVertexReturn(), oofem::TrabBone3D::projectOnYieldSurface(), rcond(), oofem::FluidMaterialEvaluator::solveYourself(), oofem::FEInterpolation3d::surfaceEvalNormal(), oofem::FEInterpolation3d::surfaceEvalUnitNormal(), and oofem::ZZErrorEstimatorInterface::ZZErrorEstimatorI_computeElementContributions().

norm() [2/3]

template<std::size_t N>

double oofem::norm

(

const FloatArrayF< N > &

x

)

Computes the L2 norm of x.

Definition at line 464 of file floatarrayf.h.

References norm_squared().

norm() [3/3]

template<std::size_t N>

double oofem::norm	(	const FloatMatrixF< N, N > &	mat,
		int	p = 1 )

Computes the operator norm of the receiver.

Parameters

p	Norm type, 1 norm, else 2 norm.

Returns

Norm.

Definition at line 1053 of file floatmatrixf.h.

References eig(), N, and transpose().

norm_square()

OOFEM_EXPORT double oofem::norm_square

(

const FloatArray &

x

)

Definition at line 1031 of file floatarray.C.

References oofem::FloatArray::computeSquaredNorm().

norm_squared()

template<std::size_t N>

double oofem::norm_squared

(

const FloatArrayF< N > &

x

)

Computes the L2 norm of x.

Definition at line 453 of file floatarrayf.h.

Referenced by oofem::ConcreteDPM2::computeAlpha(), distance_squared(), and norm().

normalize()

template<std::size_t N>

FloatArrayF< N > oofem::normalize

(

const FloatArrayF< N > &

x

)

Normalizes vector (L2 norm).

Definition at line 471 of file floatarrayf.h.

References norm().

Referenced by oofem::MITC4Shell::computeBmatrixAt(), oofem::Quad1MindlinShell3D::computeLCS(), oofem::MITC4Shell::computeLoadLEToLRotationMatrix(), oofem::MITC4Shell::computeLocalBaseVectors(), oofem::MITC4Shell::computeLToDirectorRotationMatrix(), oofem::MITC4Shell::computeNmatrixAt(), oofem::Shell7Base::edgeEvalCovarBaseVectorsAt(), oofem::Shell7BaseXFEM::edgeEvalEnrCovarBaseVectorsAt(), oofem::Shell7Base::evalCovarNormalAt(), oofem::Shell7Base::evalInitialCovarNormalAt(), oofem::MITC4Shell::giveDirectorVectors(), and oofem::Shell7Base::setupInitialNodeDirectors().

oofeg_drawIsoLinesOnQuad()

void oofem::oofeg_drawIsoLinesOnQuad	(	WCRec	coords[4],
		double	s[4] )

Definition at line 82 of file oofegutils.C.

References max(), and min().

oofeg_drawIsoLinesOnTriangle()

void oofem::oofeg_drawIsoLinesOnTriangle	(	WCRec	coords[3],
		double	s[3] )

Definition at line 10 of file oofegutils.C.

References max(), and min().

operator*() [1/10]

OOFEM_EXPORT FloatArray oofem::operator*	(	const double &	a,
		const FloatArray &	x )

Definition at line 964 of file floatarray.C.

References oofem::FloatArray::beScaled().

operator*() [2/10]

OOFEM_EXPORT FloatMatrix oofem::operator*	(	const double &	a,
		const FloatMatrix &	x )

Definition at line 2141 of file floatmatrix.C.

References oofem::FloatMatrix::times().

operator*() [3/10]

OOFEM_EXPORT FloatArray oofem::operator*	(	const FloatArray &	x,
		const double &	a )

Definition at line 971 of file floatarray.C.

References oofem::FloatArray::beScaled().

operator*() [4/10]

template<std::size_t N>

FloatArrayF< N > oofem::operator*	(	const FloatArrayF< N > &	x,
		double	a )

Definition at line 315 of file floatarrayf.h.

operator*() [5/10]

OOFEM_EXPORT FloatArray oofem::operator*	(	const FloatMatrix &	a,
		const FloatArray &	b )

Definition at line 2143 of file floatmatrix.C.

References oofem::FloatArray::beProductOf().

operator*() [6/10]

OOFEM_EXPORT FloatMatrix oofem::operator*	(	const FloatMatrix &	a,
		const FloatMatrix &	b )

Definition at line 2142 of file floatmatrix.C.

References oofem::FloatMatrix::beProductOf().

operator*() [7/10]

OOFEM_EXPORT FloatMatrix oofem::operator*	(	const FloatMatrix &	x,
		const double &	a )

Definition at line 2140 of file floatmatrix.C.

References oofem::FloatMatrix::times().

operator*() [8/10]

template<std::size_t N, std::size_t M>

FloatMatrixF< N, M > oofem::operator*	(	const FloatMatrixF< N, M > &	x,
		double	a )

Definition at line 507 of file floatmatrixf.h.

operator*() [9/10]

template<std::size_t N>

FloatArrayF< N > oofem::operator*	(	double	a,
		const FloatArrayF< N > &	x )

Simple math operations.

Definition at line 305 of file floatarrayf.h.

References N.

operator*() [10/10]

template<std::size_t N, std::size_t M>

FloatMatrixF< N, M > oofem::operator*	(	double	a,
		const FloatMatrixF< N, M > &	x )

Definition at line 499 of file floatmatrixf.h.

References _LOOP_FLOATMATRIX.

operator*=() [1/4]

OOFEM_EXPORT FloatArray & oofem::operator*=	(	FloatArray &	x,
		const double &	a )

Vector multiplication by scalar.

Definition at line 958 of file floatarray.C.

References oofem::FloatArray::times().

operator*=() [2/4]

template<std::size_t N>

FloatArrayF< N > & oofem::operator*=	(	FloatArrayF< N > &	x,
		double	a )

Definition at line 401 of file floatarrayf.h.

operator*=() [3/4]

*Vector multiplication by scalar OOFEM_EXPORT FloatMatrix & oofem::operator*=	(	FloatMatrix &	x,
		const double &	a )

Definition at line 2139 of file floatmatrix.C.

References oofem::FloatMatrix::times().

operator*=() [4/4]

template<std::size_t N, std::size_t M>

FloatMatrixF< N, M > & oofem::operator*=	(	FloatMatrixF< N, M > &	x,
		double	a )

Definition at line 551 of file floatmatrixf.h.

References _LOOP_FLOATMATRIX.

operator+() [1/4]

OOFEM_EXPORT FloatArray oofem::operator+	(	const FloatArray &	x,
		const FloatArray &	y )

Definition at line 978 of file floatarray.C.

References oofem::FloatArray::add().

operator+() [2/4]

template<std::size_t N>

FloatArrayF< N > oofem::operator+	(	const FloatArrayF< N > &	x,
		const FloatArrayF< N > &	y )

Definition at line 353 of file floatarrayf.h.

References N.

operator+() [3/4]

OOFEM_EXPORT FloatMatrix oofem::operator+	(	const FloatMatrix &	a,
		const FloatMatrix &	b )

Definition at line 2144 of file floatmatrix.C.

References oofem::FloatMatrix::add().

operator+() [4/4]

template<std::size_t N, std::size_t M>

FloatMatrixF< N, M > oofem::operator+	(	const FloatMatrixF< N, M > &	x,
		const FloatMatrixF< N, M > &	y )

Definition at line 521 of file floatmatrixf.h.

References _LOOP_FLOATMATRIX.

operator+=() [1/4]

OOFEM_EXPORT FloatArray & oofem::operator+=	(	FloatArray &	x,
		const FloatArray &	y )

Definition at line 992 of file floatarray.C.

References oofem::FloatArray::add().

operator+=() [2/4]

template<std::size_t N>

FloatArrayF< N > & oofem::operator+=	(	FloatArrayF< N > &	x,
		const FloatArrayF< N > &	y )

Definition at line 383 of file floatarrayf.h.

References N.

operator+=() [3/4]

OOFEM_EXPORT FloatMatrix & oofem::operator+=	(	FloatMatrix &	a,
		const FloatMatrix &	b )

Definition at line 2146 of file floatmatrix.C.

References oofem::FloatMatrix::add().

operator+=() [4/4]

template<std::size_t N, std::size_t M>

FloatMatrixF< N, M > & oofem::operator+=	(	FloatMatrixF< N, M > &	x,
		const FloatMatrixF< N, M > &	y )

Definition at line 537 of file floatmatrixf.h.

References _LOOP_FLOATMATRIX.

operator-() [1/5]

OOFEM_EXPORT FloatArray oofem::operator-	(	const FloatArray &	x,
		const FloatArray &	y )

Definition at line 985 of file floatarray.C.

References oofem::FloatArray::beDifferenceOf().

operator-() [2/5]

template<std::size_t N>

FloatArrayF< N > oofem::operator-

(

const FloatArrayF< N > &

x

)

Definition at line 373 of file floatarrayf.h.

References N.

operator-() [3/5]

template<std::size_t N>

FloatArrayF< N > oofem::operator-	(	const FloatArrayF< N > &	x,
		const FloatArrayF< N > &	y )

Definition at line 363 of file floatarrayf.h.

References N.

operator-() [4/5]

OOFEM_EXPORT FloatMatrix oofem::operator-	(	const FloatMatrix &	a,
		const FloatMatrix &	b )

Definition at line 2145 of file floatmatrix.C.

References oofem::FloatMatrix::subtract().

operator-() [5/5]

template<std::size_t N, std::size_t M>

FloatMatrixF< N, M > oofem::operator-	(	const FloatMatrixF< N, M > &	x,
		const FloatMatrixF< N, M > &	y )

Definition at line 529 of file floatmatrixf.h.

References _LOOP_FLOATMATRIX.

operator-=() [1/4]

OOFEM_EXPORT FloatArray & oofem::operator-=	(	FloatArray &	x,
		const FloatArray &	y )

Definition at line 998 of file floatarray.C.

References oofem::FloatArray::subtract().

operator-=() [2/4]

template<std::size_t N>

FloatArrayF< N > & oofem::operator-=	(	FloatArrayF< N > &	x,
		const FloatArrayF< N > &	y )

Definition at line 392 of file floatarrayf.h.

References N.

operator-=() [3/4]

OOFEM_EXPORT FloatMatrix & oofem::operator-=	(	FloatMatrix &	a,
		const FloatMatrix &	b )

Definition at line 2147 of file floatmatrix.C.

References oofem::FloatMatrix::subtract().

operator-=() [4/4]

template<std::size_t N, std::size_t M>

FloatMatrixF< N, M > & oofem::operator-=	(	FloatMatrixF< N, M > &	x,
		const FloatMatrixF< N, M > &	y )

Definition at line 544 of file floatmatrixf.h.

References _LOOP_FLOATMATRIX.

operator/() [1/4]

OOFEM_EXPORT FloatArray oofem::operator/	(	const double &	a,
		const FloatArray &	x )

References OOFEM_EXPORT.

operator/() [2/4]

OOFEM_EXPORT FloatArray oofem::operator/	(	const FloatArray &	x,
		const double &	a )

References OOFEM_EXPORT.

operator/() [3/4]

template<std::size_t N>

FloatArrayF< N > oofem::operator/	(	const FloatArrayF< N > &	x,
		double	a )

Definition at line 333 of file floatarrayf.h.

References N.

operator/() [4/4]

template<std::size_t N, std::size_t M>

FloatMatrixF< N, M > oofem::operator/	(	const FloatMatrixF< N, M > &	x,
		double	a )

Definition at line 513 of file floatmatrixf.h.

References _LOOP_FLOATMATRIX.

operator/=() [1/2]

OOFEM_EXPORT FloatArray & oofem::operator/=	(	FloatArray &	x,
		const double &	a )

Definition at line 1004 of file floatarray.C.

References oofem::FloatArray::times().

operator/=() [2/2]

template<std::size_t N>

FloatArrayF< N > & oofem::operator/=	(	FloatArrayF< N > &	x,
		double	a )

Definition at line 410 of file floatarrayf.h.

operator<<() [1/7]

std::ostream & oofem::operator<<	(	std ::ostream &	out,
		const Dictionary &	r )

Definition at line 247 of file dictionary.C.

operator<<() [2/7]

std::ostream & oofem::operator<<	(	std ::ostream &	out,
		const FloatArray &	x )

Definition at line 1146 of file floatarray.C.

operator<<() [3/7]

std::ostream & oofem::operator<<	(	std ::ostream &	out,
		const FloatMatrix &	x )

Definition at line 2126 of file floatmatrix.C.

operator<<() [4/7]

std::ostream & oofem::operator<<	(	std ::ostream &	out,
		const IntArray &	x )

Definition at line 375 of file intarray.C.

operator<<() [5/7]

std::ostream & oofem::operator<<	(	std ::ostream &	out,
		const ScalarFunction &	s )

Definition at line 169 of file scalarfunction.C.

operator<<() [6/7]

template<std::size_t N>

std::ostream & oofem::operator<<	(	std::ostream &	out,
		const FloatArrayF< N > &	x )

Print to stream.

Definition at line 250 of file floatarrayf.h.

References oofem::FloatArrayF< N >::size().

operator<<() [7/7]

template<std::size_t N, std::size_t M>

std::ostream & oofem::operator<<	(	std::ostream &	out,
		const FloatMatrixF< N, M > &	x )

Definition at line 485 of file floatmatrixf.h.

References N.

operator^()

template<std::size_t N>

FloatArrayF< N > oofem::operator^	(	const FloatArrayF< N > &	x,
		double	a )

Definition at line 343 of file floatarrayf.h.

References N.

operator^=()

template<std::size_t N>

FloatArrayF< N > oofem::operator^=	(	FloatArrayF< N > &	x,
		double	a )

Definition at line 419 of file floatarrayf.h.

orthogonalize()

template<std::size_t N>

void oofem::orthogonalize

(

std::array< FloatArrayF< N >, N > &

x

)

Definition at line 1354 of file floatmatrixf.h.

References dot(), N, and norm().

Referenced by eig_inverse().

print_stacktrace()

void oofem::print_stacktrace	(	FILE *	out = stderr,
		int	skip = 0,
		unsigned int	max_frames = 63 )

Helper that prints a stack trace (only available on GCC)

Definition at line 63 of file util.C.

Referenced by oofem::Logger::writeELogMsg().

printProgress()

void oofem::printProgress	(	double	percentage,
		const std::string &	title = "Progress:",
		std::ostream &	out = std::cout )

Prints the progress of a long-running operation. It is suitable for both terminal and file output.

Parameters

percentage	Progress percentage (0.0 to 100.0).
out	Output stream to print to (default is std::cout).

Definition at line 186 of file util.C.

Referenced by oofem::AdditiveManufacturingProblem::initializeFrom().

product() [1/2]

OOFEM_EXPORT double oofem::product

(

const FloatArray &

x

)

Definition at line 1051 of file floatarray.C.

References oofem::FloatArray::product().

Referenced by oofem::NURBSSpace3dElement::drawScalar(), oofem::NURBSInterpolation::evaldNdx(), oofem::TSplineInterpolation::evaldNdx(), oofem::TSplineInterpolation::giveJacobianMatrixAt(), and oofem::TSplineInterpolation::local2global().

product() [2/2]

template<std::size_t N>

double oofem::product

(

const FloatArrayF< N > &

x

)

Computes the product of x.

Definition at line 485 of file floatarrayf.h.

References oofem::FloatArrayF< N >::begin(), and oofem::FloatArrayF< N >::end().

quickSort()

template<class operation>

void oofem::quickSort	(	IntArray &	arry,
		int	l,
		int	r,
		operation	op )

Definition at line 404 of file intarray.h.

References quickSort(), and quickSortPartition().

Referenced by quickSort(), and sort().

quickSortPartition()

template<class operation>

int oofem::quickSortPartition	(	IntArray &	arry,
		int	l,
		int	r,
		operation	op )

Definition at line 370 of file intarray.h.

References oofem::IntArray::at().

Referenced by quickSort(), and oofem::ProblemCommunicator::quickSortCommMap().

rcond()

template<std::size_t N>

double oofem::rcond	(	const FloatMatrixF< N, N > &	mat,
		int	p = 1 )

Computes the reciprocal conditioning of the receiver. From 0 to 1, where 0 is singular and 1 best. The receiver must be square. Works identically as MATLAB/Octaves rcond().

Parameters

p	Norm type, 1 norm, else 2 norm.

Returns

Conditioning of receiver.

Todo

Do we need lapack here?

Definition at line 1081 of file floatmatrixf.h.

References det(), inv(), and norm().

Referenced by oofem::MeshQualityErrorEstimator::computeJacobianError(), oofem::FloatMatrix::computeReciprocalCondition(), and oofem::SuperLUSolver::solve().

REGISTER_BoundaryCondition() [1/47]

oofem::REGISTER_BoundaryCondition

(

BoundaryCondition

)

REGISTER_BoundaryCondition() [2/47]

oofem::REGISTER_BoundaryCondition

(

ConstantEdgeLoad

)

REGISTER_BoundaryCondition() [3/47]

oofem::REGISTER_BoundaryCondition

(

ConstantPressureLoad

)

REGISTER_BoundaryCondition() [4/47]

oofem::REGISTER_BoundaryCondition

(

ConstantSurfaceLoad

)

REGISTER_BoundaryCondition() [5/47]

oofem::REGISTER_BoundaryCondition

(

DeadWeight

)

REGISTER_BoundaryCondition() [6/47]

oofem::REGISTER_BoundaryCondition

(

DepositedHeatSource

)

REGISTER_BoundaryCondition() [7/47]

oofem::REGISTER_BoundaryCondition

(

ExternalTemperatureFieldLoad

)

REGISTER_BoundaryCondition() [8/47]

oofem::REGISTER_BoundaryCondition

(

FreeConstantSurfaceLoad

)

REGISTER_BoundaryCondition() [9/47]

oofem::REGISTER_BoundaryCondition

(

GravityPressure

)

REGISTER_BoundaryCondition() [10/47]

oofem::REGISTER_BoundaryCondition

(

InteractionBoundaryCondition

)

REGISTER_BoundaryCondition() [11/47]

oofem::REGISTER_BoundaryCondition

(

InteractionLoad

)

REGISTER_BoundaryCondition() [12/47]

oofem::REGISTER_BoundaryCondition

(

LinearConstraintBC

)

REGISTER_BoundaryCondition() [13/47]

oofem::REGISTER_BoundaryCondition

(

LinearEdgeLoad

)

REGISTER_BoundaryCondition() [14/47]

oofem::REGISTER_BoundaryCondition

(

MixedGradientPressureDirichlet

)

REGISTER_BoundaryCondition() [15/47]

oofem::REGISTER_BoundaryCondition

(

MixedGradientPressureNeumann

)

REGISTER_BoundaryCondition() [16/47]

oofem::REGISTER_BoundaryCondition

(

MixedGradientPressureWeakPeriodic

)

REGISTER_BoundaryCondition() [17/47]

oofem::REGISTER_BoundaryCondition

(

NeumannMomentLoad

)

REGISTER_BoundaryCondition() [18/47]

oofem::REGISTER_BoundaryCondition

(

NodalLoad

)

REGISTER_BoundaryCondition() [19/47]

oofem::REGISTER_BoundaryCondition

(

PointLoad

)

REGISTER_BoundaryCondition() [20/47]

oofem::REGISTER_BoundaryCondition

(

PrescribedDispSlipBCDirichletRC

)

REGISTER_BoundaryCondition() [21/47]

oofem::REGISTER_BoundaryCondition

(

PrescribedDispSlipBCNeumannRC

)

REGISTER_BoundaryCondition() [22/47]

oofem::REGISTER_BoundaryCondition

(

PrescribedDispSlipMultiple

)

REGISTER_BoundaryCondition() [23/47]

oofem::REGISTER_BoundaryCondition

(

PrescribedGenStrainShell7

)

REGISTER_BoundaryCondition() [24/47]

oofem::REGISTER_BoundaryCondition

(

PrescribedGradient

)

REGISTER_BoundaryCondition() [25/47]

oofem::REGISTER_BoundaryCondition

(

PrescribedGradientBCNeumann

)

REGISTER_BoundaryCondition() [26/47]

oofem::REGISTER_BoundaryCondition

(

PrescribedGradientBCPeriodic

)

REGISTER_BoundaryCondition() [27/47]

oofem::REGISTER_BoundaryCondition

(

PrescribedGradientBCWeakDirichlet

)

REGISTER_BoundaryCondition() [28/47]

oofem::REGISTER_BoundaryCondition

(

PrescribedGradientBCWeakPeriodic

)

REGISTER_BoundaryCondition() [29/47]

oofem::REGISTER_BoundaryCondition

(

PrescribedGradientMultiple

)

REGISTER_BoundaryCondition() [30/47]

oofem::REGISTER_BoundaryCondition

(

PrescribedMean

)

REGISTER_BoundaryCondition() [31/47]

oofem::REGISTER_BoundaryCondition

(

Reinforcement

)

REGISTER_BoundaryCondition() [32/47]

oofem::REGISTER_BoundaryCondition

(

RotatingBoundary

)

REGISTER_BoundaryCondition() [33/47]

oofem::REGISTER_BoundaryCondition

(

SolutionbasedShapeFunction

)

Definition at line 62 of file solutionbasedshapefunction.C.

References TOL.

REGISTER_BoundaryCondition() [34/47]

oofem::REGISTER_BoundaryCondition

(

StructuralEigenstrainLoad

)

REGISTER_BoundaryCondition() [35/47]

oofem::REGISTER_BoundaryCondition

(

StructuralPenaltyContactBoundaryCondition

)

REGISTER_BoundaryCondition() [36/47]

oofem::REGISTER_BoundaryCondition

(

StructuralTemperatureLoad

)

REGISTER_BoundaryCondition() [37/47]

oofem::REGISTER_BoundaryCondition

(

SurfaceTensionBoundaryCondition

)

REGISTER_BoundaryCondition() [38/47]

oofem::REGISTER_BoundaryCondition

(

TF1

)

REGISTER_BoundaryCondition() [39/47]

oofem::REGISTER_BoundaryCondition

(

TractionPressureBC

)

REGISTER_BoundaryCondition() [40/47]

oofem::REGISTER_BoundaryCondition

(

TransportGradientDirichlet

)

REGISTER_BoundaryCondition() [41/47]

oofem::REGISTER_BoundaryCondition

(

TransportGradientNeumann

)

REGISTER_BoundaryCondition() [42/47]

oofem::REGISTER_BoundaryCondition

(

TransportGradientPeriodic

)

REGISTER_BoundaryCondition() [43/47]

oofem::REGISTER_BoundaryCondition

(

TransverseReinfConstraint

)

REGISTER_BoundaryCondition() [44/47]

oofem::REGISTER_BoundaryCondition

(

UserDefDirichletBC

)

REGISTER_BoundaryCondition() [45/47]

oofem::REGISTER_BoundaryCondition

(

UserDefinedTemperatureField

)

REGISTER_BoundaryCondition() [46/47]

oofem::REGISTER_BoundaryCondition

(

UsrDefBoundaryLoad

)

REGISTER_BoundaryCondition() [47/47]

oofem::REGISTER_BoundaryCondition

(

WeakPeriodicBoundaryCondition

)

REGISTER_ContactSurface()

oofem::REGISTER_ContactSurface

(

StructuralFEContactSurface

)

REGISTER_CrossSection() [1/11]

oofem::REGISTER_CrossSection

(

DummyCrossSection

)

REGISTER_CrossSection() [2/11]

oofem::REGISTER_CrossSection

(

EmptyCS

)

REGISTER_CrossSection() [3/11]

oofem::REGISTER_CrossSection

(

FiberedCrossSection

)

REGISTER_CrossSection() [4/11]

oofem::REGISTER_CrossSection

(

FluidCrossSection

)

REGISTER_CrossSection() [5/11]

oofem::REGISTER_CrossSection

(

LatticeCrossSection

)

REGISTER_CrossSection() [6/11]

oofem::REGISTER_CrossSection

(

LayeredCrossSection

)

REGISTER_CrossSection() [7/11]

oofem::REGISTER_CrossSection

(

SimpleCrossSection

)

REGISTER_CrossSection() [8/11]

oofem::REGISTER_CrossSection

(

SimpleTransportCrossSection

)

REGISTER_CrossSection() [9/11]

oofem::REGISTER_CrossSection

(

StructuralInterfaceCrossSection

)

REGISTER_CrossSection() [10/11]

oofem::REGISTER_CrossSection

(

VariableCrossSection

)

REGISTER_CrossSection() [11/11]

oofem::REGISTER_CrossSection

(

WarpingCrossSection

)

REGISTER_DofManager() [1/12]

oofem::REGISTER_DofManager

(

ElementSide

)

REGISTER_DofManager() [2/12]

oofem::REGISTER_DofManager

(

GeneralSlaveNode

)

REGISTER_DofManager() [3/12]

oofem::REGISTER_DofManager

(

HangingNode

)

REGISTER_DofManager() [4/12]

oofem::REGISTER_DofManager

(

InteractionPFEMParticle

)

REGISTER_DofManager() [5/12]

oofem::REGISTER_DofManager

(

LatticeDirichletCouplingNode

)

REGISTER_DofManager() [6/12]

oofem::REGISTER_DofManager

(

LatticeNeumannCouplingNode

)

REGISTER_DofManager() [7/12]

oofem::REGISTER_DofManager

(

Node

)

REGISTER_DofManager() [8/12]

oofem::REGISTER_DofManager

(

Particle

)

REGISTER_DofManager() [9/12]

oofem::REGISTER_DofManager

(

PFEMParticle

)

REGISTER_DofManager() [10/12]

oofem::REGISTER_DofManager

(

qcNode

)

REGISTER_DofManager() [11/12]

oofem::REGISTER_DofManager

(

RigidArmNode

)

REGISTER_DofManager() [12/12]

oofem::REGISTER_DofManager

(

SlaveNode

)

REGISTER_Element() [1/186]

oofem::REGISTER_Element

(

AbaqusUserElement

)

REGISTER_Element() [2/186]

oofem::REGISTER_Element

(

Axisymm3d

)

REGISTER_Element() [3/186]

oofem::REGISTER_Element

(

BasicElement

)

REGISTER_Element() [4/186]

oofem::REGISTER_Element

(

Beam2d

)

REGISTER_Element() [5/186]

oofem::REGISTER_Element

(

Beam3d

)

REGISTER_Element() [6/186]

oofem::REGISTER_Element

(

BondLink3d

)

REGISTER_Element() [7/186]

oofem::REGISTER_Element

(

BondLink3dBoundary

)

REGISTER_Element() [8/186]

oofem::REGISTER_Element

(

Brick1_hmt

)

REGISTER_Element() [9/186]

oofem::REGISTER_Element

(

Brick1_ht

)

REGISTER_Element() [10/186]

oofem::REGISTER_Element

(

Brick1_mt

)

REGISTER_Element() [11/186]

oofem::REGISTER_Element

(

BsplinePlaneStressElement

)

REGISTER_Element() [12/186]

oofem::REGISTER_Element

(

CCTPlate

)

REGISTER_Element() [13/186]

oofem::REGISTER_Element

(

CCTPlate3d

)

REGISTER_Element() [14/186]

oofem::REGISTER_Element

(

CohesiveSurface3d

)

REGISTER_Element() [15/186]

oofem::REGISTER_Element

(

DKTPlate

)

REGISTER_Element() [16/186]

oofem::REGISTER_Element

(

DKTPlate3d

)

REGISTER_Element() [17/186]

oofem::REGISTER_Element

(

Hexa21Stokes

)

REGISTER_Element() [18/186]

oofem::REGISTER_Element

(

HTSelement

)

REGISTER_Element() [19/186]

oofem::REGISTER_Element

(

IntElLine1

)

REGISTER_Element() [20/186]

oofem::REGISTER_Element

(

IntElLine1IntPen

)

REGISTER_Element() [21/186]

oofem::REGISTER_Element

(

IntElLine1PF

)

REGISTER_Element() [22/186]

oofem::REGISTER_Element

(

IntElLine1PhF

)

REGISTER_Element() [23/186]

oofem::REGISTER_Element

(

IntElLine2

)

REGISTER_Element() [24/186]

oofem::REGISTER_Element

(

IntElLine2IntPen

)

REGISTER_Element() [25/186]

oofem::REGISTER_Element

(

IntElPoint

)

REGISTER_Element() [26/186]

oofem::REGISTER_Element

(

IntElSurfQuad1

)

REGISTER_Element() [27/186]

oofem::REGISTER_Element

(

IntElSurfTr1

)

REGISTER_Element() [28/186]

oofem::REGISTER_Element

(

InterfaceElem1d

)

REGISTER_Element() [29/186]

oofem::REGISTER_Element

(

InterfaceElem2dLin

)

REGISTER_Element() [30/186]

oofem::REGISTER_Element

(

InterfaceElem2dQuad

)

REGISTER_Element() [31/186]

oofem::REGISTER_Element

(

InterfaceElement3dTrLin

)

REGISTER_Element() [32/186]

oofem::REGISTER_Element

(

L4Axisymm

)

REGISTER_Element() [33/186]

oofem::REGISTER_Element

(

Lattice2d

)

REGISTER_Element() [34/186]

oofem::REGISTER_Element

(

Lattice2d_mt

)

REGISTER_Element() [35/186]

oofem::REGISTER_Element

(

Lattice2dBoundary

)

REGISTER_Element() [36/186]

oofem::REGISTER_Element

(

Lattice3d

)

REGISTER_Element() [37/186]

oofem::REGISTER_Element

(

Lattice3d_mt

)

REGISTER_Element() [38/186]

oofem::REGISTER_Element

(

Lattice3dBoundary

)

REGISTER_Element() [39/186]

oofem::REGISTER_Element

(

Lattice3dBoundaryTruss

)

REGISTER_Element() [40/186]

oofem::REGISTER_Element

(

LatticeBeam3d

)

REGISTER_Element() [41/186]

oofem::REGISTER_Element

(

LatticeBeam3dBoundary

)

REGISTER_Element() [42/186]

oofem::REGISTER_Element

(

LatticeLink3d

)

REGISTER_Element() [43/186]

oofem::REGISTER_Element

(

LatticeLink3dBoundary

)

REGISTER_Element() [44/186]

oofem::REGISTER_Element

(

LIBeam2d

)

REGISTER_Element() [45/186]

oofem::REGISTER_Element

(

LIBeam2dNL

)

REGISTER_Element() [46/186]

oofem::REGISTER_Element

(

LIBeam3d

)

REGISTER_Element() [47/186]

oofem::REGISTER_Element

(

LIBeam3d2

)

REGISTER_Element() [48/186]

oofem::REGISTER_Element

(

LIBeam3dBoundary

)

REGISTER_Element() [49/186]

oofem::REGISTER_Element

(

LIBeam3dBoundaryBeam

)

REGISTER_Element() [50/186]

oofem::REGISTER_Element

(

LIBeam3dBoundaryMembrane

)

REGISTER_Element() [51/186]

oofem::REGISTER_Element

(

LIBeam3dBoundaryPlate

)

REGISTER_Element() [52/186]

oofem::REGISTER_Element

(

LIBeam3dBoundaryTruss

)

REGISTER_Element() [53/186]

oofem::REGISTER_Element

(

LIBeam3dBoundaryVoigt

)

REGISTER_Element() [54/186]

oofem::REGISTER_Element

(

LIBeam3dNL

)

REGISTER_Element() [55/186]

oofem::REGISTER_Element

(

LIBeam3dNL2

)

REGISTER_Element() [56/186]

oofem::REGISTER_Element

(

Line1_hmt

)

REGISTER_Element() [57/186]

oofem::REGISTER_Element

(

Line1_ht

)

REGISTER_Element() [58/186]

oofem::REGISTER_Element

(

Line1_mt

)

REGISTER_Element() [59/186]

oofem::REGISTER_Element

(

Line2BoundaryElement

)

REGISTER_Element() [60/186]

oofem::REGISTER_Element

(

LineDistributedSpring

)

REGISTER_Element() [61/186]

oofem::REGISTER_Element

(

LinQuad3DPlaneStress

)

REGISTER_Element() [62/186]

oofem::REGISTER_Element

(

LSpace

)

REGISTER_Element() [63/186]

oofem::REGISTER_Element

(

LSpaceBB

)

REGISTER_Element() [64/186]

oofem::REGISTER_Element

(

LTRSpace

)

REGISTER_Element() [65/186]

oofem::REGISTER_Element

(

LTRSpaceBoundary

)

REGISTER_Element() [66/186]

oofem::REGISTER_Element

(

LTRSpaceBoundaryBeam

)

REGISTER_Element() [67/186]

oofem::REGISTER_Element

(

LTRSpaceBoundaryMembrane

)

REGISTER_Element() [68/186]

oofem::REGISTER_Element

(

LTRSpaceBoundaryPlate

)

REGISTER_Element() [69/186]

oofem::REGISTER_Element

(

LTRSpaceBoundaryTruss

)

REGISTER_Element() [70/186]

oofem::REGISTER_Element

(

LTRSpaceBoundaryVoigt

)

REGISTER_Element() [71/186]

oofem::REGISTER_Element

(

LumpedMassElement

)

REGISTER_Element() [72/186]

oofem::REGISTER_Element

(

LWedge

)

REGISTER_Element() [73/186]

oofem::REGISTER_Element

(

MacroLSpace

)

REGISTER_Element() [74/186]

oofem::REGISTER_Element

(

MITC4Shell

)

REGISTER_Element() [75/186]

oofem::REGISTER_Element

(

NodalSpringElement

)

REGISTER_Element() [76/186]

oofem::REGISTER_Element

(

NURBSPlaneStressElement

)

REGISTER_Element() [77/186]

oofem::REGISTER_Element

(

NURBSSpace3dElement

)

REGISTER_Element() [78/186]

oofem::REGISTER_Element

(

PlaneStress2d

)

REGISTER_Element() [79/186]

oofem::REGISTER_Element

(

PlaneStress2dXfem

)

Definition at line 52 of file planstrssxfem.C.

REGISTER_Element() [80/186]

oofem::REGISTER_Element

(

PlaneStressGradDamage

)

REGISTER_Element() [81/186]

oofem::REGISTER_Element

(

PlaneStressPhF2d

)

REGISTER_Element() [82/186]

oofem::REGISTER_Element

(

Q27Space

)

REGISTER_Element() [83/186]

oofem::REGISTER_Element

(

Q4Axisymm

)

REGISTER_Element() [84/186]

oofem::REGISTER_Element

(

Q9PlaneStress2d

)

REGISTER_Element() [85/186]

oofem::REGISTER_Element

(

QBrick1_hmt

)

REGISTER_Element() [86/186]

oofem::REGISTER_Element

(

QBrick1_ht

)

REGISTER_Element() [87/186]

oofem::REGISTER_Element

(

QBrick1_mt

)

REGISTER_Element() [88/186]

oofem::REGISTER_Element

(

QDKTPlate

)

REGISTER_Element() [89/186]

oofem::REGISTER_Element

(

QPlaneStrain

)

REGISTER_Element() [90/186]

oofem::REGISTER_Element

(

QPlaneStrainGradDamage

)

REGISTER_Element() [91/186]

oofem::REGISTER_Element

(

QPlaneStress2d

)

REGISTER_Element() [92/186]

oofem::REGISTER_Element

(

QPlaneStress2dSlip

)

REGISTER_Element() [93/186]

oofem::REGISTER_Element

(

QPlaneStressGradDamage

)

REGISTER_Element() [94/186]

oofem::REGISTER_Element

(

QPlaneStressPhF2d

)

REGISTER_Element() [95/186]

oofem::REGISTER_Element

(

QQuad1_hmt

)

REGISTER_Element() [96/186]

oofem::REGISTER_Element

(

QQuad1_ht

)

REGISTER_Element() [97/186]

oofem::REGISTER_Element

(

QQuad1_mt

)

REGISTER_Element() [98/186]

oofem::REGISTER_Element

(

QSpace

)

REGISTER_Element() [99/186]

oofem::REGISTER_Element

(

QSpaceGradDamage

)

REGISTER_Element() [100/186]

oofem::REGISTER_Element

(

QTrPlaneStrain

)

REGISTER_Element() [101/186]

oofem::REGISTER_Element

(

QTrPlaneStrainP1

)

REGISTER_Element() [102/186]

oofem::REGISTER_Element

(

QTrPlaneStress2d

)

REGISTER_Element() [103/186]

oofem::REGISTER_Element

(

QTrPlaneStress2dSlip

)

REGISTER_Element() [104/186]

oofem::REGISTER_Element

(

QTrPlaneStress2dXFEM

)

REGISTER_Element() [105/186]

oofem::REGISTER_Element

(

QTrPlaneStressGradDamage

)

REGISTER_Element() [106/186]

oofem::REGISTER_Element

(

QTRSpace

)

REGISTER_Element() [107/186]

oofem::REGISTER_Element

(

QTRSpaceGradDamage

)

REGISTER_Element() [108/186]

oofem::REGISTER_Element

(

QTruss1d

)

REGISTER_Element() [109/186]

oofem::REGISTER_Element

(

QTruss1dGradDamage

)

REGISTER_Element() [110/186]

oofem::REGISTER_Element

(

Quad10_2D_SUPG

)

REGISTER_Element() [111/186]

oofem::REGISTER_Element

(

Quad1_hmt

)

REGISTER_Element() [112/186]

oofem::REGISTER_Element

(

Quad1_ht

)

REGISTER_Element() [113/186]

oofem::REGISTER_Element

(

Quad1_mt

)

REGISTER_Element() [114/186]

oofem::REGISTER_Element

(

Quad1Mindlin

)

REGISTER_Element() [115/186]

oofem::REGISTER_Element

(

Quad1MindlinShell3D

)

References oofem::Quad1MindlinShell3D::shellOrdering.

REGISTER_Element() [116/186]

oofem::REGISTER_Element

(

Quad1PlaneStrain

)

REGISTER_Element() [117/186]

oofem::REGISTER_Element

(

Quad1PlaneStrainGradDamage

)

REGISTER_Element() [118/186]

oofem::REGISTER_Element

(

Quad1PlaneStrainP1

)

REGISTER_Element() [119/186]

oofem::REGISTER_Element

(

Quad1PlateSubSoil

)

REGISTER_Element() [120/186]

oofem::REGISTER_Element

(

Quad2PlateSubSoil

)

REGISTER_Element() [121/186]

oofem::REGISTER_Element

(

QuadAxisym1_hmt

)

REGISTER_Element() [122/186]

oofem::REGISTER_Element

(

QuadAxisym1_ht

)

REGISTER_Element() [123/186]

oofem::REGISTER_Element

(

QuadAxisym1_mt

)

REGISTER_Element() [124/186]

oofem::REGISTER_Element

(

QWedge

)

REGISTER_Element() [125/186]

oofem::REGISTER_Element

(

QWedge_ht

)

REGISTER_Element() [126/186]

oofem::REGISTER_Element

(

QWedgeGradDamage

)

REGISTER_Element() [127/186]

oofem::REGISTER_Element

(

RerShell

)

REGISTER_Element() [128/186]

oofem::REGISTER_Element

(

SADGBLine1

)

3D Equal order linear Brick TS Element

Definition at line 356 of file sadg.C.

References oofem::IntArray::at(), and oofem::Variable::getDofManDofIDs().

REGISTER_Element() [129/186]

oofem::REGISTER_Element

(

SADGBrick1

)

Definition at line 506 of file sadg.C.

References oofem::IntArray::at(), oofem::Variable::getDofManDofIDs(), oofem::Element::initializeFrom(), and OOFEM_ERROR.

REGISTER_Element() [130/186]

oofem::REGISTER_Element

(

SADGTriangle1

)

3D SADG linear brick Element

Definition at line 432 of file sadg.C.

References oofem::IntArray::at(), and oofem::Variable::getDofManDofIDs().

REGISTER_Element() [131/186]

oofem::REGISTER_Element

(

SolidShell

)

REGISTER_Element() [132/186]

oofem::REGISTER_Element

(

SpringElement

)

REGISTER_Element() [133/186]

oofem::REGISTER_Element

(

StructuralContactElement_LineLin

)

REGISTER_Element() [134/186]

oofem::REGISTER_Element

(

StructuralContactElement_QuadLin

)

REGISTER_Element() [135/186]

oofem::REGISTER_Element

(

StructuralContactElement_TrLin

)

REGISTER_Element() [136/186]

oofem::REGISTER_Element

(

Tet1_3D_SUPG

)

REGISTER_Element() [137/186]

oofem::REGISTER_Element

(

Tet1BubbleStokes

)

REGISTER_Element() [138/186]

oofem::REGISTER_Element

(

tet21ghostsolid

)

References oofem::tet21ghostsolid::interpolation, oofem::tet21ghostsolid::interpolation_lin, and oofem::tet21ghostsolid::velocitydofsonside.

REGISTER_Element() [139/186]

oofem::REGISTER_Element

(

Tet21Stokes

)

REGISTER_Element() [140/186]

oofem::REGISTER_Element

(

Tetrah1_hmt

)

REGISTER_Element() [141/186]

oofem::REGISTER_Element

(

Tetrah1_ht

)

REGISTER_Element() [142/186]

oofem::REGISTER_Element

(

TMBrick11

)

Definition at line 410 of file tm.C.

References ZZNodalRecoveryModelInterfaceType.

REGISTER_Element() [143/186]

oofem::REGISTER_Element

(

TMTetra11

)

Equilibrated strain vector in reduced form

Equilibrated stress vector in reduced form

Temporary stress vector in reduced form (increments are used mainly in nonlinear analysis)

Temporary strain vector in reduced form (to find balanced state)

Temporary flux

Equilibrated flux

Constructor. Creates new StructuralMaterialStatus with IntegrationPoint g.

Returns the const pointer to receiver's strain vector.

Returns the const pointer to receiver's stress vector.

Returns the const pointer to receiver's temporary strain vector.

Returns the const pointer to receiver's temporary stress vector.

Returns the const pointer to receiver's temporary flux vector.

Returns the const pointer to receiver's flux vector.

Assigns tempStressVector to given vector v.

Assigns tempStrainVector to given vector v

Assigns tempFluxVector to given vector v

Definition at line 503 of file tm.C.

REGISTER_Element() [144/186]

oofem::REGISTER_Element

(

TR1_2D_CBS

)

REGISTER_Element() [145/186]

oofem::REGISTER_Element

(

TR1_2D_SUPG

)

REGISTER_Element() [146/186]

oofem::REGISTER_Element

(

TR1_2D_SUPG2

)

REGISTER_Element() [147/186]

oofem::REGISTER_Element

(

TR1_2D_SUPG2_AXI

)

REGISTER_Element() [148/186]

oofem::REGISTER_Element

(

TR1_2D_SUPG_AXI

)

REGISTER_Element() [149/186]

oofem::REGISTER_Element

(

Tr1_hmt

)

REGISTER_Element() [150/186]

oofem::REGISTER_Element

(

Tr1_ht

)

REGISTER_Element() [151/186]

oofem::REGISTER_Element

(

Tr1_mt

)

REGISTER_Element() [152/186]

oofem::REGISTER_Element

(

Tr1BubbleStokes

)

REGISTER_Element() [153/186]

oofem::REGISTER_Element

(

Tr1Darcy

)

REGISTER_Element() [154/186]

oofem::REGISTER_Element

(

TR21_2D_SUPG

)

REGISTER_Element() [155/186]

oofem::REGISTER_Element

(

Tr21Stokes

)

REGISTER_Element() [156/186]

oofem::REGISTER_Element

(

Tr2Shell7

)

REGISTER_Element() [157/186]

oofem::REGISTER_Element

(

Tr2Shell7PhFi

)

REGISTER_Element() [158/186]

oofem::REGISTER_Element

(

Tr2Shell7XFEM

)

REGISTER_Element() [159/186]

oofem::REGISTER_Element

(

TR_SHELL01

)

REGISTER_Element() [160/186]

oofem::REGISTER_Element

(

TR_SHELL02

)

REGISTER_Element() [161/186]

oofem::REGISTER_Element

(

TR_SHELL11

)

REGISTER_Element() [162/186]

oofem::REGISTER_Element

(

Tr_Warp

)

REGISTER_Element() [163/186]

oofem::REGISTER_Element

(

TrAxisym1_hmt

)

REGISTER_Element() [164/186]

oofem::REGISTER_Element

(

TrAxisym1_ht

)

REGISTER_Element() [165/186]

oofem::REGISTER_Element

(

TrAxisym1_mt

)

REGISTER_Element() [166/186]

oofem::REGISTER_Element

(

Tria1PlateSubSoil

)

REGISTER_Element() [167/186]

oofem::REGISTER_Element

(

Tria2PlateSubSoil

)

REGISTER_Element() [168/186]

oofem::REGISTER_Element

(

TrPlaneStrain

)

REGISTER_Element() [169/186]

oofem::REGISTER_Element

(

TrPlaneStress2d

)

REGISTER_Element() [170/186]

oofem::REGISTER_Element

(

TrPlaneStress2dXFEM

)

REGISTER_Element() [171/186]

oofem::REGISTER_Element

(

TrPlaneStressGradDamage

)

REGISTER_Element() [172/186]

oofem::REGISTER_Element

(

TrPlanestressRotAllman

)

REGISTER_Element() [173/186]

oofem::REGISTER_Element

(

TrPlanestressRotAllman3d

)

REGISTER_Element() [174/186]

oofem::REGISTER_Element

(

TrPlaneStrRot

)

REGISTER_Element() [175/186]

oofem::REGISTER_Element

(

TrPlaneStrRot3d

)

REGISTER_Element() [176/186]

oofem::REGISTER_Element

(

Truss1d

)

REGISTER_Element() [177/186]

oofem::REGISTER_Element

(

Truss1dGradDamage

)

REGISTER_Element() [178/186]

oofem::REGISTER_Element

(

Truss2d

)

References oofem::Truss2d::interp.

REGISTER_Element() [179/186]

oofem::REGISTER_Element

(

Truss3d

)

References oofem::Truss3d::interp.

REGISTER_Element() [180/186]

oofem::REGISTER_Element

(

Truss3dnl

)

REGISTER_Element() [181/186]

oofem::REGISTER_Element

(

Truss3dnl2

)

REGISTER_Element() [182/186]

oofem::REGISTER_Element

(

TSplinePlaneStressElement

)

REGISTER_Element() [183/186]

oofem::REGISTER_Element

(

UPBrick11

)

2D Equal order linear Quad UP Element

Definition at line 417 of file up.C.

REGISTER_Element() [184/186]

oofem::REGISTER_Element

(

UPQuad11

)

Equilibrated strain vector in reduced form

Equilibrated stress vector in reduced form

Temporary stress vector in reduced form (increments are used mainly in nonlinear analysis)

Temporary strain vector in reduced form (to find balanced state)

Constructor. Creates new StructuralMaterialStatus with IntegrationPoint g.

Returns the const pointer to receiver's strain vector.

Returns the const pointer to receiver's stress vector.

Returns the const pointer to receiver's temporary strain vector.

Returns the const pointer to receiver's temporary stress vector.

Assigns tempStressVector to given vector v.

Assigns tempStrainVector to given vector v

Definition at line 503 of file up.C.

REGISTER_Element() [185/186]

oofem::REGISTER_Element

(

UPTetra21

)

Definition at line 325 of file up.C.

References ZZNodalRecoveryModelInterfaceType.

REGISTER_Element() [186/186]

oofem::REGISTER_Element

(

Wedge_ht

)

REGISTER_EngngModel() [1/35]

oofem::REGISTER_EngngModel

(

AdaptiveLinearStatic

)

REGISTER_EngngModel() [2/35]

oofem::REGISTER_EngngModel

(

AdaptiveNonLinearStatic

)

REGISTER_EngngModel() [3/35]

oofem::REGISTER_EngngModel

(

AdditiveManufacturingProblem

)

REGISTER_EngngModel() [4/35]

oofem::REGISTER_EngngModel

(

CBS

)

REGISTER_EngngModel() [5/35]

oofem::REGISTER_EngngModel

(

DEIDynamic

)

REGISTER_EngngModel() [6/35]

oofem::REGISTER_EngngModel

(

DGProblem

)

REGISTER_EngngModel() [7/35]

oofem::REGISTER_EngngModel

(

DIIDynamic

)

REGISTER_EngngModel() [8/35]

oofem::REGISTER_EngngModel

(

DummyEngngModel

)

REGISTER_EngngModel() [9/35]

oofem::REGISTER_EngngModel

(

EigenValueDynamic

)

REGISTER_EngngModel() [10/35]

oofem::REGISTER_EngngModel

(

FluidMaterialEvaluator

)

REGISTER_EngngModel() [11/35]

oofem::REGISTER_EngngModel

(

FluidStructureProblem

)

REGISTER_EngngModel() [12/35]

oofem::REGISTER_EngngModel

(

FreeWarping

)

REGISTER_EngngModel() [13/35]

oofem::REGISTER_EngngModel

(

IncrementalLinearStatic

)

REGISTER_EngngModel() [14/35]

oofem::REGISTER_EngngModel

(

LinearStability

)

REGISTER_EngngModel() [15/35]

oofem::REGISTER_EngngModel

(

LinearStatic

)

REGISTER_EngngModel() [16/35]

oofem::REGISTER_EngngModel

(

MPMProblem

)

REGISTER_EngngModel() [17/35]

oofem::REGISTER_EngngModel

(

NlDEIDynamic

)

REGISTER_EngngModel() [18/35]

oofem::REGISTER_EngngModel

(

NLTransientTransportProblem

)

REGISTER_EngngModel() [19/35]

oofem::REGISTER_EngngModel

(

NonLinearDynamic

)

REGISTER_EngngModel() [20/35]

oofem::REGISTER_EngngModel

(

NonLinearStatic

)

REGISTER_EngngModel() [21/35]

oofem::REGISTER_EngngModel

(

NonStationaryTransportProblem

)

REGISTER_EngngModel() [22/35]

oofem::REGISTER_EngngModel

(

Pdelta

)

REGISTER_EngngModel() [23/35]

oofem::REGISTER_EngngModel

(

PFEM

)

REGISTER_EngngModel() [24/35]

oofem::REGISTER_EngngModel

(

ProblemSequence

)

Definition at line 47 of file problemsequence.C.

REGISTER_EngngModel() [25/35]

oofem::REGISTER_EngngModel

(

QClinearStatic

)

REGISTER_EngngModel() [26/35]

oofem::REGISTER_EngngModel

(

StaggeredProblem

)

REGISTER_EngngModel() [27/35]

oofem::REGISTER_EngngModel

(

StaticStructural

)

REGISTER_EngngModel() [28/35]

oofem::REGISTER_EngngModel

(

StationaryMPMSProblem

)

REGISTER_EngngModel() [29/35]

oofem::REGISTER_EngngModel

(

StationaryTransportProblem

)

REGISTER_EngngModel() [30/35]

oofem::REGISTER_EngngModel

(

StokesFlow

)

REGISTER_EngngModel() [31/35]

oofem::REGISTER_EngngModel

(

StokesFlowVelocityHomogenization

)

REGISTER_EngngModel() [32/35]

oofem::REGISTER_EngngModel

(

StructuralMaterialEvaluator

)

REGISTER_EngngModel() [33/35]

oofem::REGISTER_EngngModel

(

SUPG

)

REGISTER_EngngModel() [34/35]

oofem::REGISTER_EngngModel

(

TestProblem

)

References oofem::L1Element::gInterpol, and oofem::Q1Element::gInterpol.

REGISTER_EngngModel() [35/35]

oofem::REGISTER_EngngModel

(

TransientTransportProblem

)

REGISTER_EnrichmentFront() [1/7]

oofem::REGISTER_EnrichmentFront

(

EnrFrontCohesiveBranchFuncOneEl

)

Definition at line 20 of file enrichmentfrontcohesivebranchfunconeel.C.

REGISTER_EnrichmentFront() [2/7]

oofem::REGISTER_EnrichmentFront

(

EnrFrontDoNothing

)

Definition at line 40 of file enrichmentfrontdonothing.C.

References oofem::DynamicInputRecord::setRecordKeywordField().

REGISTER_EnrichmentFront() [3/7]

oofem::REGISTER_EnrichmentFront

(

EnrFrontExtend

)

Definition at line 44 of file enrichmentfrontextend.C.

References oofem::IntArray::at(), oofem::Domain::giveConnectivityTable(), oofem::Element::giveDofManager(), oofem::XfemManager::giveDomain(), oofem::Domain::giveElement(), oofem::DofManager::giveGlobalNumber(), oofem::Domain::giveNumberOfDofManagers(), oofem::Element::giveNumberOfDofManagers(), oofem::IntArray::giveSize(), and NodeEnr_BULK.

REGISTER_EnrichmentFront() [4/7]

oofem::REGISTER_EnrichmentFront

(

EnrFrontIntersection

)

Definition at line 46 of file enrichmentfrontintersection.C.

REGISTER_EnrichmentFront() [5/7]

oofem::REGISTER_EnrichmentFront

(

EnrFrontLinearBranchFuncOneEl

)

Definition at line 46 of file enrichmentfrontlinbranchfunconeel.C.

REGISTER_EnrichmentFront() [6/7]

oofem::REGISTER_EnrichmentFront

(

EnrFrontLinearBranchFuncRadius

)

Definition at line 45 of file enrichmentfrontlinbranchfuncradius.C.

REGISTER_EnrichmentFront() [7/7]

oofem::REGISTER_EnrichmentFront

(

EnrFrontReduceFront

)

Definition at line 45 of file enrichmentfrontreducefront.C.

References oofem::IntArray::at(), oofem::Element::giveDofManArray(), oofem::XfemManager::giveDomain(), oofem::SpatialLocalizer::giveElementContainingPoint(), oofem::IntArray::giveSize(), oofem::Domain::giveSpatialLocalizer(), oofem::TipInfo::mGlobalCoord, and NodeEnr_NONE.

REGISTER_EnrichmentFunction()

oofem::REGISTER_EnrichmentFunction

(

DiscontinuousFunction

)

Definition at line 43 of file enrichmentfunction.C.

REGISTER_EnrichmentItem() [1/5]

oofem::REGISTER_EnrichmentItem

(

Crack

)

Definition at line 45 of file crack.C.

REGISTER_EnrichmentItem() [2/5]

oofem::REGISTER_EnrichmentItem

(

Delamination

)

Definition at line 52 of file delamination.C.

REGISTER_EnrichmentItem() [3/5]

oofem::REGISTER_EnrichmentItem

(

HybridEI

)

Definition at line 46 of file hybridei.C.

REGISTER_EnrichmentItem() [4/5]

oofem::REGISTER_EnrichmentItem

(

Inclusion

)

Definition at line 47 of file inclusion.C.

REGISTER_EnrichmentItem() [5/5]

oofem::REGISTER_EnrichmentItem

(

ShellCrack

)

Definition at line 38 of file shellcrack.C.

REGISTER_ErrorEstimator() [1/4]

oofem::REGISTER_ErrorEstimator	(	CombinedZZSIErrorEstimator	,
		EET_CZZSI	)

References EET_CZZSI.

REGISTER_ErrorEstimator() [2/4]

oofem::REGISTER_ErrorEstimator	(	HuertaErrorEstimator	,
		EET_HEE	)

References EET_HEE.

REGISTER_ErrorEstimator() [3/4]

oofem::REGISTER_ErrorEstimator	(	ScalarErrorIndicator	,
		EET_SEI	)

References EET_SEI.

REGISTER_ErrorEstimator() [4/4]

oofem::REGISTER_ErrorEstimator	(	ZZErrorEstimator	,
		EET_ZZEE	)

References EET_ZZEE.

REGISTER_ExportModule() [1/19]

oofem::REGISTER_ExportModule

(

CrackExportModule

)

Definition at line 53 of file crackexportmodule.C.

REGISTER_ExportModule() [2/19]

oofem::REGISTER_ExportModule

(

DofManExportModule

)

Definition at line 46 of file dmexportmodule.C.

REGISTER_ExportModule() [3/19]

oofem::REGISTER_ExportModule

(

ErrorCheckingExportModule

)

Definition at line 60 of file errorcheckingexportmodule.C.

References tolerance.

REGISTER_ExportModule() [4/19]

oofem::REGISTER_ExportModule

(

GnuplotExportModule

)

Definition at line 69 of file gnuplotexportmodule.C.

REGISTER_ExportModule() [5/19]

oofem::REGISTER_ExportModule

(

GPExportModule

)

Definition at line 45 of file gpexportmodule.C.

REGISTER_ExportModule() [6/19]

oofem::REGISTER_ExportModule

(

HOMExportModule

)

Definition at line 48 of file homexportmodule.C.

REGISTER_ExportModule() [7/19]

oofem::REGISTER_ExportModule

(

MatlabExportModule

)

Definition at line 74 of file matlabexportmodule.C.

REGISTER_ExportModule() [8/19]

oofem::REGISTER_ExportModule

(

OutputExportModule

)

Definition at line 48 of file outputexportmodule.C.

REGISTER_ExportModule() [9/19]

oofem::REGISTER_ExportModule

(

POIExportModule

)

Definition at line 53 of file poiexportmodule.C.

REGISTER_ExportModule() [10/19]

oofem::REGISTER_ExportModule

(

QuasicontinuumVTKXMLExportModule

)

Definition at line 53 of file quasicontinuumvtkxmlexportmodule.C.

REGISTER_ExportModule() [11/19]

oofem::REGISTER_ExportModule

(

SolutionStatusExportModule

)

Definition at line 47 of file solutionstatusexportmodule.C.

REGISTER_ExportModule() [12/19]

oofem::REGISTER_ExportModule

(

VTKExportModule

)

Definition at line 67 of file vtkexportmodule.C.

REGISTER_ExportModule() [13/19]

oofem::REGISTER_ExportModule

(

VTKHDF5ExportModule

)

Definition at line 81 of file vtkhdf5exportmodule.C.

REGISTER_ExportModule() [14/19]

oofem::REGISTER_ExportModule

(

VTKMemoryExportModule

)

Definition at line 45 of file vtkmemoryexportmodule.C.

REGISTER_ExportModule() [15/19]

oofem::REGISTER_ExportModule

(

VTKPFEMXMLExportModule

)

Definition at line 59 of file vtkpfemexportmodule.C.

REGISTER_ExportModule() [16/19]

oofem::REGISTER_ExportModule

(

VTKXMLExportModule

)

Definition at line 77 of file vtkxmlexportmodule.C.

REGISTER_ExportModule() [17/19]

oofem::REGISTER_ExportModule

(

VTKXMLLatticeExportModule

)

Definition at line 62 of file vtkxmllatticeexportmodule.C.

REGISTER_ExportModule() [18/19]

oofem::REGISTER_ExportModule

(

VTKXMLPeriodicExportModule

)

Definition at line 58 of file vtkxmlperiodicexportmodule.C.

REGISTER_ExportModule() [19/19]

oofem::REGISTER_ExportModule

(

VTKXMLXFemExportModule

)

Definition at line 70 of file vtkxfemexportmodule.C.

REGISTER_FailureCriteria()

oofem::REGISTER_FailureCriteria

(

DamagedNeighborLayered

)

Definition at line 50 of file fracturemanager.C.

REGISTER_Field()

oofem::REGISTER_Field

(

ExpressionField

)

REGISTER_Function() [1/11]

oofem::REGISTER_Function

(

CalculatorFunction

)

REGISTER_Function() [2/11]

oofem::REGISTER_Function

(

ConstantFunction

)

REGISTER_Function() [3/11]

oofem::REGISTER_Function

(

HeavisideTimeFunction

)

REGISTER_Function() [4/11]

oofem::REGISTER_Function

(

InterpolatingFuction

)

REGISTER_Function() [5/11]

oofem::REGISTER_Function

(

LocalGaussianRandomFunction

)

REGISTER_Function() [6/11]

oofem::REGISTER_Function

(

PeakFunction

)

REGISTER_Function() [7/11]

oofem::REGISTER_Function

(

PeriodicPiecewiseLinFunction

)

REGISTER_Function() [8/11]

oofem::REGISTER_Function

(

PiecewiseLinFunction

)

REGISTER_Function() [9/11]

oofem::REGISTER_Function

(

PulseFunction

)

REGISTER_Function() [10/11]

oofem::REGISTER_Function

(

PythonExpression

)

REGISTER_Function() [11/11]

oofem::REGISTER_Function

(

StepFunction

)

REGISTER_GeneralizedEigenValueSolver() [1/3]

oofem::REGISTER_GeneralizedEigenValueSolver	(	InverseIteration	,
		GES_InverseIt	)

References GES_InverseIt.

REGISTER_GeneralizedEigenValueSolver() [2/3]

oofem::REGISTER_GeneralizedEigenValueSolver	(	SLEPcSolver	,
		GES_SLEPc	)

References GES_SLEPc.

REGISTER_GeneralizedEigenValueSolver() [3/3]

oofem::REGISTER_GeneralizedEigenValueSolver	(	SubspaceIteration	,
		GES_SubspaceIt	)

References GES_SubspaceIt.

REGISTER_Geometry()

oofem::REGISTER_Geometry

(

Line

)

Definition at line 51 of file geometry.C.

REGISTER_InitModule()

oofem::REGISTER_InitModule

(

GPInitModule

)

Definition at line 50 of file gpinitmodule.C.

REGISTER_LoadBalancer()

oofem::REGISTER_LoadBalancer

(

ParmetisLoadBalancer

)

REGISTER_LoadBalancerMonitor()

oofem::REGISTER_LoadBalancerMonitor

(

WallClockLoadBalancerMonitor

)

REGISTER_Material() [1/121]

oofem::REGISTER_Material

(

AbaqusUserMaterial

)

References oofem::AbaqusUserMaterial::abq2oo9.

REGISTER_Material() [2/121]

oofem::REGISTER_Material

(

AnisotropicDamageMaterial

)

REGISTER_Material() [3/121]

oofem::REGISTER_Material

(

AnisotropicLinearElasticMaterial

)

REGISTER_Material() [4/121]

oofem::REGISTER_Material

(

AnisotropicMassTransferMaterial

)

REGISTER_Material() [5/121]

oofem::REGISTER_Material

(

B3Material

)

REGISTER_Material() [6/121]

oofem::REGISTER_Material

(

B3SolidMaterial

)

REGISTER_Material() [7/121]

oofem::REGISTER_Material

(

BazantNajjarMoistureTransferMaterial

)

REGISTER_Material() [8/121]

oofem::REGISTER_Material

(

BinghamFluidMaterial2

)

REGISTER_Material() [9/121]

oofem::REGISTER_Material

(

BlatzKoMaterial

)

REGISTER_Material() [10/121]

oofem::REGISTER_Material

(

BondCEBMaterial

)

REGISTER_Material() [11/121]

oofem::REGISTER_Material

(

CebFip78Material

)

REGISTER_Material() [12/121]

oofem::REGISTER_Material

(

CebFipSlip90Material

)

REGISTER_Material() [13/121]

oofem::REGISTER_Material

(

CemhydMat

)

REGISTER_Material() [14/121]

oofem::REGISTER_Material

(

CohesiveInterfaceMaterial

)

REGISTER_Material() [15/121]

oofem::REGISTER_Material

(

CompoDamageMat

)

REGISTER_Material() [16/121]

oofem::REGISTER_Material

(

Concrete2

)

REGISTER_Material() [17/121]

oofem::REGISTER_Material

(

Concrete3

)

REGISTER_Material() [18/121]

oofem::REGISTER_Material

(

ConcreteDPM

)

REGISTER_Material() [19/121]

oofem::REGISTER_Material

(

ConcreteDPM2

)

REGISTER_Material() [20/121]

oofem::REGISTER_Material

(

ConcreteFCM

)

REGISTER_Material() [21/121]

oofem::REGISTER_Material

(

ConcreteFCMViscoElastic

)

REGISTER_Material() [22/121]

oofem::REGISTER_Material

(

DoublePowerLawMaterial

)

REGISTER_Material() [23/121]

oofem::REGISTER_Material

(

DruckerPragerCutMat

)

REGISTER_Material() [24/121]

oofem::REGISTER_Material

(

DruckerPragerPlasticitySM

)

REGISTER_Material() [25/121]

oofem::REGISTER_Material

(

DummyMaterial

)

REGISTER_Material() [26/121]

oofem::REGISTER_Material

(

DustMaterial

)

REGISTER_Material() [27/121]

oofem::REGISTER_Material

(

Eurocode2CreepMaterial

)

REGISTER_Material() [28/121]

oofem::REGISTER_Material

(

FE2FluidMaterial

)

REGISTER_Material() [29/121]

oofem::REGISTER_Material

(

FRCFCM

)

REGISTER_Material() [30/121]

oofem::REGISTER_Material

(

FRCFCMNL

)

REGISTER_Material() [31/121]

oofem::REGISTER_Material

(

HeMoBazNajMaterial

)

REGISTER_Material() [32/121]

oofem::REGISTER_Material

(

HeMoKunzelMaterial

)

REGISTER_Material() [33/121]

oofem::REGISTER_Material

(

HeMoTKMaterial

)

REGISTER_Material() [34/121]

oofem::REGISTER_Material

(

HydratingConcreteMat

)

REGISTER_Material() [35/121]

oofem::REGISTER_Material

(

HydratingHeMoMaterial

)

REGISTER_Material() [36/121]

oofem::REGISTER_Material

(

HydratingIsoHeatMaterial

)

REGISTER_Material() [37/121]

oofem::REGISTER_Material

(

HyperelasticMaterial1d

)

REGISTER_Material() [38/121]

oofem::REGISTER_Material

(

IDNLMaterial

)

REGISTER_Material() [39/121]

oofem::REGISTER_Material

(

IntMatBilinearCZ

)

REGISTER_Material() [40/121]

oofem::REGISTER_Material

(

IntMatBilinearCZElastic

)

REGISTER_Material() [41/121]

oofem::REGISTER_Material

(

IntMatBilinearCZFagerstrom

)

REGISTER_Material() [42/121]

oofem::REGISTER_Material

(

IntMatBilinearCZFagerstromRate

)

REGISTER_Material() [43/121]

oofem::REGISTER_Material

(

IntMatBilinearCZJansson

)

REGISTER_Material() [44/121]

oofem::REGISTER_Material

(

IntMatCoulombContact

)

REGISTER_Material() [45/121]

oofem::REGISTER_Material

(

IntMatDummyCZ

)

REGISTER_Material() [46/121]

oofem::REGISTER_Material

(

IntMatElastic

)

REGISTER_Material() [47/121]

oofem::REGISTER_Material

(

IntMatIsoDamage

)

REGISTER_Material() [48/121]

oofem::REGISTER_Material

(

IntMatIsoDamageTable

)

REGISTER_Material() [49/121]

oofem::REGISTER_Material

(

IntMatPhaseField

)

REGISTER_Material() [50/121]

oofem::REGISTER_Material

(

IsoInterfaceDamageMaterial

)

REGISTER_Material() [51/121]

oofem::REGISTER_Material

(

IsoInterfaceDamageMaterial_2

)

REGISTER_Material() [52/121]

oofem::REGISTER_Material

(

IsotropicAsymmetric1DMaterial

)

REGISTER_Material() [53/121]

oofem::REGISTER_Material

(

IsotropicDamageMaterial1

)

REGISTER_Material() [54/121]

oofem::REGISTER_Material

(

IsotropicGradientDamageMaterial

)

REGISTER_Material() [55/121]

oofem::REGISTER_Material

(

IsotropicHeatTransferMaterial

)

REGISTER_Material() [56/121]

oofem::REGISTER_Material

(

IsotropicLinearElasticMaterial

)

REGISTER_Material() [57/121]

oofem::REGISTER_Material

(

IsotropicLinMoistureTransferMaterial

)

REGISTER_Material() [58/121]

oofem::REGISTER_Material

(

J2Mat

)

REGISTER_Material() [59/121]

oofem::REGISTER_Material

(

J2MPlasticMaterial

)

REGISTER_Material() [60/121]

oofem::REGISTER_Material

(

J2plasticMaterial

)

REGISTER_Material() [61/121]

oofem::REGISTER_Material

(

LargeStrainMasterMaterial

)

REGISTER_Material() [62/121]

oofem::REGISTER_Material

(

LargeStrainMasterMaterialGrad

)

REGISTER_Material() [63/121]

oofem::REGISTER_Material

(

LatticeBondPlasticity

)

REGISTER_Material() [64/121]

oofem::REGISTER_Material

(

LatticeDamage

)

REGISTER_Material() [65/121]

oofem::REGISTER_Material

(

LatticeDamageViscoelastic

)

REGISTER_Material() [66/121]

oofem::REGISTER_Material

(

LatticeLinearElastic

)

REGISTER_Material() [67/121]

oofem::REGISTER_Material

(

LatticePlasticityDamage

)

REGISTER_Material() [68/121]

oofem::REGISTER_Material

(

LatticePlasticityDamageViscoelastic

)

REGISTER_Material() [69/121]

oofem::REGISTER_Material

(

LatticeSlip

)

REGISTER_Material() [70/121]

oofem::REGISTER_Material

(

LatticeTransportMaterial

)

REGISTER_Material() [71/121]

oofem::REGISTER_Material

(

LatticeViscoelastic

)

REGISTER_Material() [72/121]

oofem::REGISTER_Material

(

LinkSlip

)

REGISTER_Material() [73/121]

oofem::REGISTER_Material

(

M1Material

)

REGISTER_Material() [74/121]

oofem::REGISTER_Material

(

M4Material

)

REGISTER_Material() [75/121]

oofem::REGISTER_Material

(

Masonry02

)

REGISTER_Material() [76/121]

oofem::REGISTER_Material

(

MazarsMaterial

)

REGISTER_Material() [77/121]

oofem::REGISTER_Material

(

MazarsNLMaterial

)

REGISTER_Material() [78/121]

oofem::REGISTER_Material

(

MDM

)

REGISTER_Material() [79/121]

oofem::REGISTER_Material

(

MFrontUserMaterial

)

REGISTER_Material() [80/121]

oofem::REGISTER_Material

(

MicroMaterial

)

REGISTER_Material() [81/121]

oofem::REGISTER_Material

(

MisesMat

)

REGISTER_Material() [82/121]

oofem::REGISTER_Material

(

MisesMatGrad

)

REGISTER_Material() [83/121]

oofem::REGISTER_Material

(

MisesMatNl

)

REGISTER_Material() [84/121]

oofem::REGISTER_Material

(

MooneyRivlinCompressibleMaterial

)

REGISTER_Material() [85/121]

oofem::REGISTER_Material

(

MPSDamMaterial

)

REGISTER_Material() [86/121]

oofem::REGISTER_Material

(

MPSMaterial

)

REGISTER_Material() [87/121]

oofem::REGISTER_Material

(

NewtonianFluidMaterial

)

REGISTER_Material() [88/121]

oofem::REGISTER_Material

(

NlIsoMoistureMaterial

)

REGISTER_Material() [89/121]

oofem::REGISTER_Material

(

NonlinearFluidMaterial

)

REGISTER_Material() [90/121]

oofem::REGISTER_Material

(

NonlinearMassTransferMaterial

)

REGISTER_Material() [91/121]

oofem::REGISTER_Material

(

OgdenCompressibleMaterial

)

REGISTER_Material() [92/121]

oofem::REGISTER_Material

(

OrthotropicLinearElasticMaterial

)

REGISTER_Material() [93/121]

oofem::REGISTER_Material

(

RankineMat

)

REGISTER_Material() [94/121]

oofem::REGISTER_Material

(

RankineMatGrad

)

REGISTER_Material() [95/121]

oofem::REGISTER_Material

(

RankineMatNl

)

REGISTER_Material() [96/121]

oofem::REGISTER_Material

(

RankinePlasticMaterial

)

REGISTER_Material() [97/121]

oofem::REGISTER_Material

(

RCSDEMaterial

)

REGISTER_Material() [98/121]

oofem::REGISTER_Material

(

RCSDMaterial

)

REGISTER_Material() [99/121]

oofem::REGISTER_Material

(

RCSDNLMaterial

)

REGISTER_Material() [100/121]

oofem::REGISTER_Material

(

RVEStokesFlow

)

REGISTER_Material() [101/121]

oofem::REGISTER_Material

(

SimoPisterMaterial

)

REGISTER_Material() [102/121]

oofem::REGISTER_Material

(

SimpleInterfaceMaterial

)

REGISTER_Material() [103/121]

oofem::REGISTER_Material

(

SimpleVitrificationMaterial

)

REGISTER_Material() [104/121]

oofem::REGISTER_Material

(

Steel1

)

REGISTER_Material() [105/121]

oofem::REGISTER_Material

(

SteelRelaxMat

)

REGISTER_Material() [106/121]

oofem::REGISTER_Material

(

StructuralFE2Material

)

REGISTER_Material() [107/121]

oofem::REGISTER_Material

(

StructuralMaterialSettable

)

REGISTER_Material() [108/121]

oofem::REGISTER_Material

(

StructuralPythonMaterial

)

REGISTER_Material() [109/121]

oofem::REGISTER_Material

(

StructuralSlipFE2Material

)

REGISTER_Material() [110/121]

oofem::REGISTER_Material

(

TrabBone3D

)

REGISTER_Material() [111/121]

oofem::REGISTER_Material

(

TrabBoneEmbed

)

REGISTER_Material() [112/121]

oofem::REGISTER_Material

(

TrabBoneGrad3D

)

REGISTER_Material() [113/121]

oofem::REGISTER_Material

(

TrabBoneMaterial

)

REGISTER_Material() [114/121]

oofem::REGISTER_Material

(

TrabBoneNL

)

REGISTER_Material() [115/121]

oofem::REGISTER_Material

(

TrabBoneNL3D

)

REGISTER_Material() [116/121]

oofem::REGISTER_Material

(

TrabBoneNLEmbed

)

REGISTER_Material() [117/121]

oofem::REGISTER_Material

(

TutorialMaterial

)

REGISTER_Material() [118/121]

oofem::REGISTER_Material

(

TwoFluidMaterial

)

REGISTER_Material() [119/121]

oofem::REGISTER_Material

(

TwoPhaseMaterial

)

REGISTER_Material() [120/121]

oofem::REGISTER_Material

(

WinklerMaterial

)

REGISTER_Material() [121/121]

oofem::REGISTER_Material

(

WinklerPasternakMaterial

)

REGISTER_Material_Alt() [1/2]

oofem::REGISTER_Material_Alt	(	BinghamFluidMaterial2	,
		binghamfluid2	)

Todo

Remove the alternative ID. Just stick to "binghamfluid".

REGISTER_Material_Alt() [2/2]

oofem::REGISTER_Material_Alt	(	ConcreteDPM	,
		concreteidp	)

Todo

Eventually remove this old input string (replacing the name in input files is easy anyway).

REGISTER_MaterialMappingAlgorithm() [1/3]

oofem::REGISTER_MaterialMappingAlgorithm	(	MMAClosestIPTransfer	,
		MMA_ClosestPoint	)

REGISTER_MaterialMappingAlgorithm() [2/3]

oofem::REGISTER_MaterialMappingAlgorithm	(	MMALeastSquareProjection	,
		MMA_LeastSquareProjection	)

REGISTER_MaterialMappingAlgorithm() [3/3]

oofem::REGISTER_MaterialMappingAlgorithm	(	MMAShapeFunctProjection	,
		MMA_ShapeFunctionProjection	)

REGISTER_Mesher() [1/4]

oofem::REGISTER_Mesher	(	FreemInterface	,
		MPT_FREEM	)

REGISTER_Mesher() [2/4]

oofem::REGISTER_Mesher	(	Subdivision	,
		MPT_SUBDIVISION	)

REGISTER_Mesher() [3/4]

oofem::REGISTER_Mesher	(	T3DInterface	,
		MPT_T3D	)

REGISTER_Mesher() [4/4]

oofem::REGISTER_Mesher	(	Targe2Interface	,
		MPT_TARGE2	)

REGISTER_Monitor()

oofem::REGISTER_Monitor

(

DummyMonitor

)

Definition at line 41 of file monitor.C.

REGISTER_NodalRecoveryModel() [1/3]

oofem::REGISTER_NodalRecoveryModel	(	NodalAveragingRecoveryModel	,
		NodalRecoveryModel ::NRM_NodalAveraging	)

REGISTER_NodalRecoveryModel() [2/3]

oofem::REGISTER_NodalRecoveryModel	(	SPRNodalRecoveryModel	,
		NodalRecoveryModel ::NRM_SPR	)

REGISTER_NodalRecoveryModel() [3/3]

oofem::REGISTER_NodalRecoveryModel	(	ZZNodalRecoveryModel	,
		NodalRecoveryModel ::NRM_ZienkiewiczZhu	)

REGISTER_NonlocalBarrier() [1/2]

oofem::REGISTER_NonlocalBarrier

(

PolylineNonlocalBarrier

)

Definition at line 44 of file polylinenonlocalbarrier.C.

REGISTER_NonlocalBarrier() [2/2]

oofem::REGISTER_NonlocalBarrier

(

SymmetryBarrier

)

Definition at line 42 of file symmetrybarrier.C.

REGISTER_NucleationCriterion() [1/2]

oofem::REGISTER_NucleationCriterion

(

NCPrincipalStrain

)

Definition at line 63 of file ncprincipalstrain.C.

REGISTER_NucleationCriterion() [2/2]

oofem::REGISTER_NucleationCriterion

(

NCPrincipalStress

)

Definition at line 62 of file ncprincipalstress.C.

REGISTER_PropagationLaw() [1/5]

oofem::REGISTER_PropagationLaw

(

PLCZdamageRadius

)

Definition at line 54 of file plczdamageradius.C.

References _IFT_PLCZdamageRadius_DamageThreshold, _IFT_PLCZdamageRadius_IncRadius, _IFT_PLCZdamageRadius_PropagationCS, IR_GIVE_FIELD, and IR_GIVE_OPTIONAL_FIELD.

REGISTER_PropagationLaw() [2/5]

oofem::REGISTER_PropagationLaw

(

PLDoNothing

)

Definition at line 52 of file propagationlaw.C.

REGISTER_PropagationLaw() [3/5]

oofem::REGISTER_PropagationLaw

(

PLHoopStressCirc

)

Definition at line 53 of file plhoopstresscirc.C.

References _IFT_PLHoopStressCirc_AngleInc, _IFT_PLHoopStressCirc_HoopStressThreshold, _IFT_PLHoopStressCirc_IncLength, _IFT_PLHoopStressCirc_RadialBasisFunc, _IFT_PLHoopStressCirc_Radius, IR_GIVE_FIELD, and IR_GIVE_OPTIONAL_FIELD.

REGISTER_PropagationLaw() [4/5]

oofem::REGISTER_PropagationLaw

(

PLMaterialForce

)

Definition at line 27 of file plmaterialforce.C.

REGISTER_PropagationLaw() [5/5]

oofem::REGISTER_PropagationLaw

(

PLPrincipalStrain

)

Definition at line 54 of file plprincipalstrain.C.

REGISTER_SparseLinSolver() [1/8]

oofem::REGISTER_SparseLinSolver	(	FETISolver	,
		ST_Feti	)

References ST_Feti.

REGISTER_SparseLinSolver() [2/8]

oofem::REGISTER_SparseLinSolver	(	IMLSolver	,
		ST_IML	)

Definition at line 56 of file imlsolver.C.

References ST_IML.

REGISTER_SparseLinSolver() [3/8]

oofem::REGISTER_SparseLinSolver	(	LDLTFactorization	,
		ST_Direct	)

Definition at line 39 of file ldltfact.C.

References ST_Direct.

REGISTER_SparseLinSolver() [4/8]

oofem::REGISTER_SparseLinSolver	(	MKLPardisoSolver	,
		ST_MKLPardiso	)

References ST_MKLPardiso.

REGISTER_SparseLinSolver() [5/8]

oofem::REGISTER_SparseLinSolver	(	PardisoProjectOrgSolver	,
		ST_PardisoProjectOrg	)

References ST_PardisoProjectOrg.

REGISTER_SparseLinSolver() [6/8]

oofem::REGISTER_SparseLinSolver	(	PetscSolver	,
		ST_Petsc	)

References ST_Petsc.

REGISTER_SparseLinSolver() [7/8]

oofem::REGISTER_SparseLinSolver	(	SpoolesSolver	,
		ST_Spooles	)

References ST_Spooles.

REGISTER_SparseLinSolver() [8/8]

oofem::REGISTER_SparseLinSolver	(	SuperLUSolver	,
		ST_SuperLU_MT	)

Definition at line 53 of file superlusolver.C.

References ST_SuperLU_MT.

REGISTER_SparseMtrx() [1/8]

oofem::REGISTER_SparseMtrx	(	CompCol	,
		SMT_CompCol	)

References SMT_CompCol.

REGISTER_SparseMtrx() [2/8]

oofem::REGISTER_SparseMtrx	(	DynCompCol	,
		SMT_DynCompCol	)

References SMT_DynCompCol.

REGISTER_SparseMtrx() [3/8]

oofem::REGISTER_SparseMtrx	(	DynCompRow	,
		SMT_DynCompRow	)

References SMT_DynCompRow.

REGISTER_SparseMtrx() [4/8]

oofem::REGISTER_SparseMtrx	(	PetscSparseMtrx	,
		SMT_PetscMtrx	)

References SMT_PetscMtrx.

REGISTER_SparseMtrx() [5/8]

oofem::REGISTER_SparseMtrx	(	Skyline	,
		SMT_Skyline	)

References SMT_Skyline.

REGISTER_SparseMtrx() [6/8]

oofem::REGISTER_SparseMtrx	(	SkylineUnsym	,
		SMT_SkylineU	)

References SMT_SkylineU.

REGISTER_SparseMtrx() [7/8]

oofem::REGISTER_SparseMtrx	(	SpoolesSparseMtrx	,
		SMT_SpoolesMtrx	)

References SMT_SpoolesMtrx.

REGISTER_SparseMtrx() [8/8]

oofem::REGISTER_SparseMtrx	(	SymCompCol	,
		SMT_SymCompCol	)

References SMT_SymCompCol.

REGISTER_SparseNonLinearSystemNM() [1/4]

oofem::REGISTER_SparseNonLinearSystemNM

(

CylindricalALM

)

Definition at line 58 of file calmls.C.

References oofem::Domain::giveNumber().

REGISTER_SparseNonLinearSystemNM() [2/4]

oofem::REGISTER_SparseNonLinearSystemNM

(

DynamicRelaxationSolver

)

Definition at line 52 of file dynamicrelaxationsolver.C.

REGISTER_SparseNonLinearSystemNM() [3/4]

oofem::REGISTER_SparseNonLinearSystemNM

(

NRSolver

)

Definition at line 67 of file nrsolver.C.

REGISTER_SparseNonLinearSystemNM() [4/4]

oofem::REGISTER_SparseNonLinearSystemNM

(

StaggeredSolver

)

Definition at line 52 of file staggeredsolver.C.

References oofem::Dof::__giveEquationNumber(), oofem::Dof::__givePrescribedEquationNumber(), and oofem::Dof::giveDofID().

REGISTER_Term()

oofem::REGISTER_Term

(

BTamNTerm

)

Definition at line 44 of file termlibrary.C.

REGISTER_TimeStepReductionStrategy() [1/2]

oofem::REGISTER_TimeStepReductionStrategy

(

NoReductionStrategy

)

REGISTER_TimeStepReductionStrategy() [2/2]

oofem::REGISTER_TimeStepReductionStrategy

(

SimpleReductionStrategy

)

REGISTER_XfemManager() [1/2]

oofem::REGISTER_XfemManager

(

XfemManager

)

Definition at line 59 of file xfemmanager.C.

References oofem::Domain::clear().

REGISTER_XfemManager() [2/2]

oofem::REGISTER_XfemManager

(

XfemStructureManager

)

Definition at line 49 of file xfemstructuremanager.C.

restore_components()

template<typename T, typename C>

void oofem::restore_components	(	T &	list,
		DataStream &	stream,
		ContextMode	mode,
		const C &	creator )

Definition at line 1575 of file domain.C.

References CIO_IOERR, CM_Definition, oofem::DataStream::read(), and THROW_CIOERR.

Referenced by oofem::Domain::restoreContext().

rotate()

template<std::size_t N, std::size_t M>

FloatMatrixF< M, M > oofem::rotate	(	FloatMatrixF< N, N > &	a,
		const FloatMatrixF< N, M > &	r )

Computes \( a = r^{\mathrm{T}} \cdot a \cdot r \).

Definition at line 745 of file floatmatrixf.h.

References dot(), and Tdot().

Referenced by oofem::TrabBone3D::constructAnisoComplTensor(), oofem::TrabBone3D::constructAnisoFabricTensor(), oofem::TrabBone3D::constructAnisoStiffnessTensor(), oofem::CompoDamageMat::give3dMaterialStiffnessMatrix(), oofem::OrthotropicLinearElasticMaterial::give3dMaterialStiffnessMatrix(), oofem::IntMatBilinearCZFagerstrom::give3dStiffnessMatrix_dTdj(), and oofem::IntMatBilinearCZJansson::give3dStiffnessMatrix_dTdj().

save_components()

template<typename T>

void oofem::save_components	(	T &	list,
		DataStream &	stream,
		ContextMode	mode )

Definition at line 1558 of file domain.C.

References CIO_IOERR, CM_Definition, THROW_CIOERR, and oofem::DataStream::write().

Referenced by oofem::Domain::saveContext().

sgn()

double oofem::sgn ( double i )

inline

Returns the signum of given value (if value is < 0 returns -1, otherwise returns 1).

Definition at line 104 of file mathfem.h.

Referenced by cbrt(), oofem::MPlasticMaterial2::computeAlgorithmicModuli(), oofem::FRCFCM::computeFiberBond(), oofem::MeshQualityErrorEstimator::computeJacobianError(), oofem::PolygonLine::computeNormalSignDist(), oofem::B3Material::computeShrinkageStrainVector(), oofem::Masonry02::computeStressGradientVector(), cubic(), cubic3r(), oofem::DiscontinuousFunction::evaluateEnrFuncAt(), oofem::RampFunction::evaluateEnrFuncDerivAt(), oofem::MisesMatNl::give1dStressStiffMtrx(), oofem::LinkSlip::giveEngTraction_3d(), oofem::IntMatBilinearCZJansson::giveFirstPKTraction_3d(), oofem::LatticeSlip::giveLatticeStress3d(), oofem::FCMMaterial::giveRealStressVector(), oofem::MisesMatNl::giveRemoteNonlocalStiffnessContribution(), oofem::Tet1_3D_SUPG::LS_PCS_computeVOFFractions(), oofem::TR1_2D_SUPG::LS_PCS_computeVOFFractions(), oofem::TR1_2D_SUPG_AXI::LS_PCS_computeVOFFractions(), oofem::CylindricalALM::solve(), oofem::Graph::testIfCoincident(), oofem::GeometryBasedEI::updateNodeEnrMarker(), and oofem::FastMarchingMethod::updateTrialValue().

signum()

double oofem::signum

(

double

i

)

Returns the signum of given value (i = 0 returns 0, i < 0 returns -1, i > 0 returns 1).

Definition at line 327 of file mathfem.C.

Referenced by oofem::MisesMatGrad::give1dKappaMatrix(), oofem::MisesMat::give1dStressStiffMtrx(), oofem::MisesMatGrad::give1dStressStiffMtrx(), and oofem::MisesMat::performPlasticityReturn().

solve() [1/2]

template<std::size_t N>

FloatArrayF< N > oofem::solve	(	FloatMatrixF< N, N >	mtrx,
		const FloatArrayF< N > &	b,
		double	zeropiv = 1e-20 )

Solves the system of linear equations \( K\cdot a = b \) . Uses Gaussian elimination with pivoting directly on receiver.

Parameters

b	RHS of linear system.

Returns

Solution of linear equations.

Definition at line 1451 of file floatmatrixf.h.

References solve_check().

Referenced by oofem::StructuralMaterial::computePrincipalValues(), oofem::ConcreteDPM2::performRegularReturn(), oofem::ConcreteDPM::restoreConsistency(), and oofem::SparseLinearSystemNM::solve().

solve() [2/2]

template<std::size_t N, std::size_t M>

FloatMatrixF< N, M > oofem::solve	(	FloatMatrixF< N, N >	mtrx,
		const FloatMatrixF< N, M > &	B,
		double	zeropiv = 1e-20 )

Solves the system of linear equations \( K\cdot A = B \) . Uses Gaussian elimination with pivoting directly on receiver.

Parameters

B	RHS of linear system.

Returns

Solution of linear equations, each column corresponding to columns in B.

Definition at line 1468 of file floatmatrixf.h.

References N.

solve_check()

template<std::size_t N>

std::pair< bool, FloatArrayF< N > > oofem::solve_check	(	FloatMatrixF< N, N >	mtrx,
		const FloatArrayF< N > &	b,
		double	zeropiv = 1e-20 )

Solves the system of linear equations \( K\cdot a = b \) . Uses Gaussian elimination with pivoting directly on receiver.

Parameters

b	RHS of linear system.

Returns

Solution of linear equations.

Definition at line 1389 of file floatmatrixf.h.

References N, and zeros().

Referenced by oofem::LatticeBondPlasticity::performRegularReturn(), oofem::LatticePlasticityDamage::performRegularReturn(), and solve().

sort()

template<class operation>

void oofem::sort	(	IntArray &	arry,
		operation	op )

Sorts the receiver using quicksort algorithm.

Parameters

op	Function object, required to have member function int class::operator() (int, int), must return a negative value if first argument is less than the second, zero if the arguments are equal, and a positive number otherwise.
arry	Array to sort.

Definition at line 423 of file intarray.h.

References oofem::IntArray::giveSize(), and quickSort().

Referenced by oofem::SloanGraph::extractCandidates(), and oofem::Subdivision::smoothMesh().

sqr()

double oofem::sqr ( double x )

inline

Definition at line 125 of file mathfem.h.

Referenced by oofem::Quad1MindlinShell3D::computeBmatrixAt(), and oofem::Homogenize::herveZaoui().

string_to() [1/3]

template<>

bool oofem::string_to	(	const std::string &	s,
		std::function< std::string()>	where )

Definition at line 101 of file xmlinputrecord.C.

References OOFEM_ERROR.

string_to() [2/3]

template<>

Range oofem::string_to	(	const std::string &	s,
		std::function< std::string()>	where )

Definition at line 89 of file xmlinputrecord.C.

References OOFEM_ERROR.

string_to() [3/3]

template<typename T>

T oofem::string_to	(	const std::string &	s,
		std::function< std::string()>	where )

Definition at line 79 of file xmlinputrecord.C.

References OOFEM_ERROR.

Referenced by oofem::Tokens::as(), oofem::XMLInputRecord::giveField(), oofem::XMLInputRecord::giveField(), oofem::XMLInputRecord::giveField(), and oofem::XMLInputRecord::giveField().

sum() [1/2]

OOFEM_EXPORT double oofem::sum

(

const FloatArray &

x

)

Definition at line 1046 of file floatarray.C.

References oofem::FloatArray::sum().

Referenced by oofem::CemhydMatStatus::AnalyticHomogenizationPaste(), oofem::Triangle::computeCenterOfCircumCircle(), oofem::KelvinChainMaterial::computeCharCoefficients(), oofem::MaxwellChainMaterial::computeCharCoefficients(), oofem::Lattice3d::computeCrossSectionProperties(), oofem::Lattice3d_mt::computeCrossSectionProperties(), oofem::RheoChainMaterial::computeDiscreteRelaxationFunction(), oofem::IsotropicDamageMaterial1::computeEquivalentStrain(), oofem::IsotropicDamageMaterial1::computeEta(), oofem::NonlocalMaterialExtensionInterface::computeWeightFunction(), dot(), dot(), eig(), oofem::Tensor2_3d::eigs(), oofem::TR1_2D_CBS::EIPrimaryFieldI_evaluateFieldVectorAt(), oofem::TR1_2D_SUPG2::EIPrimaryFieldI_evaluateFieldVectorAt(), oofem::TR1_2D_SUPG::EIPrimaryFieldI_evaluateFieldVectorAt(), oofem::TransportElement::EIPrimaryFieldI_evaluateFieldVectorAt(), oofem::NURBSInterpolation::evalN(), oofem::TSplineInterpolation::evalN(), oofem::CemhydMatStatus::GetInitClinkerPhases(), oofem::B3SolidMaterial::giveEModulus(), oofem::Eurocode2CreepMaterial::giveEModulus(), oofem::KelvinChainMaterial::giveEModulus(), oofem::KelvinChainSolidMaterial::giveEModulus(), oofem::MPSMaterial::giveEModulus(), oofem::IDNLMaterial::giveLocalNonlocalStiffnessContribution(), oofem::RankineMatNl::giveLocalNonlocalStiffnessContribution(), oofem::TrabBoneNL3D::giveLocalNonlocalStiffnessContribution(), oofem::MicroMaterial::giveMacroStiffnessMatrix(), oofem::IDNLMaterial::giveRemoteNonlocalStiffnessContribution(), oofem::RankineMatNl::giveRemoteNonlocalStiffnessContribution(), oofem::FloatMatrix::jaco_(), oofem::Shell7Base::NodalRecoveryMI_computeNNMatrix(), oofem::BSplineInterpolation::postInitialize(), oofem::CemhydMatStatus::rand3d(), oofem::SymCompCol::times(), oofem::Tet1_3D_SUPG::updateStabilizationCoeffs(), oofem::TR1_2D_SUPG2::updateStabilizationCoeffs(), oofem::TR1_2D_SUPG2_AXI::updateStabilizationCoeffs(), oofem::TR1_2D_SUPG::updateStabilizationCoeffs(), oofem::TR1_2D_SUPG_AXI::updateStabilizationCoeffs(), oofem::Tr_Warp::ZZNodalRecoveryMI_computeNNMatrix(), and oofem::ZZNodalRecoveryModelInterface::ZZNodalRecoveryMI_computeNNMatrix().

sum() [2/2]

template<std::size_t N>

double oofem::sum

(

const FloatArrayF< N > &

x

)

Computes the sum of x.

Definition at line 478 of file floatarrayf.h.

References oofem::FloatArrayF< N >::begin(), and oofem::FloatArrayF< N >::end().

swap_46() [1/2]

void oofem::swap_46 ( FloatArrayF< 6 > & t )

inline

Swaps the fourth and sixth index in the array. This is to reorder the indices from OOFEM's order to Abaqus' and vice versa.

Definition at line 562 of file floatarrayf.h.

swap_46() [2/2]

void oofem::swap_46 ( FloatArrayF< 9 > & t )

inline

Definition at line 567 of file floatarrayf.h.

Tdot() [1/2]

template<std::size_t N, std::size_t M, std::size_t P>

FloatMatrixF< N, P > oofem::Tdot	(	const FloatMatrixF< M, N > &	a,
		const FloatMatrixF< M, P > &	b )

Computes \( a^{\mathrm{T}} \cdot b \).

Todo

BLAS for larger matrix sizes (maybe)

Definition at line 677 of file floatmatrixf.h.

References N.

Referenced by oofem::XfemStructuralElementInterface::computeGlobalCohesiveTractionVector(), oofem::Tet1BubbleStokes::computeInternalForcesVector(), oofem::Tr1BubbleStokes::computeInternalForcesVector(), oofem::Tr1Darcy::computeInternalForcesVector(), oofem::Tr21Stokes::computeInternalForcesVector(), oofem::Shell7Base::computeMassMatrixNum(), oofem::Shell7BaseXFEM::computePressureTangentMatrixDis(), oofem::Hexa21Stokes::computeStiffnessMatrix(), oofem::Tet1BubbleStokes::computeStiffnessMatrix(), oofem::Tet21Stokes::computeStiffnessMatrix(), oofem::Tr1BubbleStokes::computeStiffnessMatrix(), oofem::Tr1Darcy::computeStiffnessMatrix(), oofem::Tr21Stokes::computeStiffnessMatrix(), oofem::TrabBone3D::constructAnisoFtensor(), oofem::TrabBoneGrad3D::give3dKappaMatrix(), oofem::TrabBone3D::give3dMaterialStiffnessMatrix(), oofem::TrabBoneGrad3D::give3dMaterialStiffnessMatrix(), oofem::TrabBoneNL3D::give3dMaterialStiffnessMatrix(), oofem::IntMatBilinearCZFagerstrom::give3dStiffnessMatrix_dTdj(), oofem::IntMatBilinearCZJansson::give3dStiffnessMatrix_dTdj(), oofem::Shell7Base::giveDualBase(), oofem::LayeredCrossSection::giveFirstPKStress_3d(), oofem::AbaqusUserMaterial::giveFirstPKStressVector_3d(), oofem::LargeStrainMasterMaterial::giveFirstPKStressVector_3d(), oofem::StructuralMaterial::giveFirstPKStressVector_3d(), oofem::StructuralPythonMaterial::giveFirstPKStressVector_3d(), oofem::IntMatBilinearCZFagerstrom::giveFirstPKTraction_3d(), oofem::IntMatBilinearCZFagerstromRate::giveFirstPKTraction_3d(), oofem::IntMatBilinearCZJansson::giveFirstPKTraction_3d(), and rotate().

Tdot() [2/2]

template<std::size_t N, std::size_t M>

FloatArrayF< N > oofem::Tdot	(	const FloatMatrixF< M, N > &	m,
		const FloatArrayF< M > &	x )

Computes $ x_j m_ji = x \cdot m = m^{\mathrm{T}} \cdot x $.

Definition at line 725 of file floatmatrixf.h.

References dot().

to_voigt_form_33()

FloatArrayF< 9 > oofem::to_voigt_form_33 ( const FloatMatrixF< 3, 3 > & t )

inline

Symmetrizes and stores a matrix in Voigt form: x_11, x_22, x_33, x_23, x_13, x_12, x_32, x_31, x_21

Definition at line 787 of file floatmatrixf.h.

Referenced by oofem::Shell7Base::computeStressMatrix(), oofem::AbaqusUserMaterial::giveFirstPKStressVector_3d(), oofem::LargeStrainMasterMaterial::giveFirstPKStressVector_3d(), oofem::StructuralMaterial::giveFirstPKStressVector_3d(), and oofem::StructuralInterfaceMaterial::giveIPValue().

to_voigt_strain_33()

FloatArrayF< 6 > oofem::to_voigt_strain_33 ( const FloatMatrixF< 3, 3 > & t )

inline

Symmetrizes and stores a matrix in strain Voigt form: e_11, e_22, e_33, v_23, v_13, v_12

Definition at line 848 of file floatmatrixf.h.

Referenced by oofem::AbaqusUserMaterial::giveFirstPKStressVector_3d(), oofem::LargeStrainMasterMaterial::giveFirstPKStressVector_3d(), oofem::StructuralMaterial::giveFirstPKStressVector_3d(), and oofem::MITC4Shell::giveIPValue().

to_voigt_strain_6()

FloatArrayF< 6 > oofem::to_voigt_strain_6 ( const FloatArrayF< 6 > & s )

inline

Convert stress to strain Voigt form.

Definition at line 580 of file floatarrayf.h.

to_voigt_stress_33()

FloatArrayF< 6 > oofem::to_voigt_stress_33 ( const FloatMatrixF< 3, 3 > & t )

inline

Symmetrizes and stores a matrix in stress Voigt form: s_11, s_22, s_33, s_23, s_13, s_12

Definition at line 819 of file floatmatrixf.h.

Referenced by oofem::AbaqusUserMaterial::giveFirstPKStressVector_3d(), and oofem::MITC4Shell::giveIPValue().

to_voigt_stress_6()

FloatArrayF< 6 > oofem::to_voigt_stress_6 ( const FloatArrayF< 6 > & e )

inline

Convert strain to stress Voigt form.

Definition at line 586 of file floatarrayf.h.

trace()

template<std::size_t N>

double oofem::trace

(

const FloatMatrixF< N, N > &

mat

)

Todo

Move these more costly operations to a seperate header?

Computes the trace of the matrix.

Definition at line 1024 of file floatmatrixf.h.

References N.

Referenced by oofem::AnisotropicDamageMaterial::computeKappa().

transpose()

template<std::size_t N, std::size_t M>

FloatMatrixF< M, N > oofem::transpose

(

const FloatMatrixF< N, M > &

mat

)

Constructs transposed matrix.

Definition at line 628 of file floatmatrixf.h.

References N.

Referenced by oofem::Shell7BaseXFEM::computeEnrTractionForce(), oofem::StressStrainBaseVector::computePrincipalValDir(), oofem::Hexa21Stokes::computeStiffnessMatrix(), oofem::Tet1BubbleStokes::computeStiffnessMatrix(), oofem::Tet21Stokes::computeStiffnessMatrix(), oofem::Tr1BubbleStokes::computeStiffnessMatrix(), oofem::Tr21Stokes::computeStiffnessMatrix(), oofem::FEI2dQuadLin::evaldNdx(), oofem::FEI3dHexaTriQuad::evaldNdx(), oofem::FEI2dQuadLin::evaldNdxi(), oofem::StructuralMaterial::give2DStrainVectorTranformationMtrx(), oofem::StructuralMaterial::givePlaneStressVectorTranformationMtrx(), oofem::StructuralMaterial::giveStrainVectorTranformationMtrx(), oofem::StructuralMaterial::giveStressVectorTranformationMtrx(), oofem::StrainVector::giveTranformationMtrx(), oofem::StressStrainBaseVector::giveTranformationMtrx(), oofem::StressVector::giveTranformationMtrx(), norm(), oofem::FloatMatrix::solveForRhs(), oofem::FloatMatrix::solveForRhs(), oofem::StructuralMaterial::transformStrainVectorTo(), oofem::StructuralMaterial::transformStressVectorTo(), and oofem::StressStrainBaseVector::transformTo().

unrotate()

template<std::size_t N, std::size_t M>

FloatMatrixF< M, M > oofem::unrotate	(	FloatMatrixF< N, N > &	a,
		const FloatMatrixF< M, N > &	r )

Computes \( a = r \cdot a \cdot r^{\mathrm{T}} \).

Definition at line 752 of file floatmatrixf.h.

References dot(), and dotT().

Referenced by oofem::Shell7BaseXFEM::computeCohesiveTangentAt(), oofem::RankineMat::evaluatePlaneStressStiffMtrx(), oofem::LayeredCrossSection::give2dPlateStiffMtrx(), oofem::WinklerMaterial::give3dBeamSubSoilStiffMtrx(), oofem::LayeredCrossSection::give3dShellStiffMtrx(), oofem::LayeredCrossSection::giveStiffnessMatrix_3d(), and oofem::LayeredCrossSection::giveStiffnessMatrix_dPdF_3d().

Vec1()

FloatArray oofem::Vec1 ( const double & a )

inlinestatic

Definition at line 605 of file floatarray.h.

References oofem::FloatArray::fromIniList().

Referenced by oofem::PrescribedGradientBCWeak::assembleTangentGPContributionNew(), oofem::TransverseReinfConstraint::assembleVector(), oofem::PrescribedGradientBCWeak::compute_x_times_N_1(), oofem::PrescribedGradientBCWeak::compute_x_times_N_2(), oofem::PrescribedGradientBCWeak::computeExtForceElContrib(), oofem::PrescribedGradientBCWeak::computeField(), oofem::TMBTSigTerm::computeTMgeneralizedStrain(), oofem::FEI2dQuadConst::edgeEvalN(), oofem::FEI3dHexaConst::edgeEvalN(), oofem::FEI2dTrConst::evalN(), oofem::FEI3dHexaConst::evalN(), oofem::Function::evaluate(), oofem::InterpolatingFuction::evaluate(), oofem::LocalGaussianRandomFunction::evaluate(), oofem::QTrPlaneStress2dXFEM::giveCompositeExportData(), oofem::PrescribedGradientHomogenization::giveGradientVoigt(), oofem::StructuralInterfaceMaterial::giveInterfaceStrength(), oofem::GaussIntegrationRule::giveLineCoordsAndWeights(), oofem::LobattoIntegrationRule::giveLineCoordsAndWeights(), oofem::XfemStructuralElementInterface::giveSubtriangulationCompositeExportData(), oofem::GaussIntegrationRule::giveTriCoordsAndWeights(), oofem::FEI3dLineLin::global2local(), oofem::NRSolver::initializeFrom(), oofem::GnuplotExportModule::outputBoundaryCondition(), oofem::GaussIntegrationRule::SetUpPointsOn2DEmbeddedLine(), oofem::GaussIntegrationRule::SetUpPointsOnLine(), and oofem::LobattoIntegrationRule::SetUpPointsOnLine().

Vec2()

FloatArray oofem::Vec2 ( const double & a, const double & b )

inlinestatic

Definition at line 606 of file floatarray.h.

References oofem::FloatArray::fromIniList().

Referenced by oofem::ArcPosSortFunction3< T >::calcArcPos(), oofem::ArcPosSortFunction4::calcArcPos(), oofem::EnrichmentItem::calcPolarCoord(), oofem::PrescribedGradientBCWeakDirichlet::checkIfCorner(), oofem::PrescribedGradientBCWeakPeriodic::checkIfCorner(), oofem::WeakPeriodicBoundaryCondition::computeBaseFunctionValue(), oofem::PlaneStress2d::computeBHmatrixAt(), oofem::L4Axisymm::computeBmatrixAt(), oofem::PlaneStress2d::computeBmatrixAt(), oofem::TR_SHELL11::computeBmatrixAt(), oofem::TrPlaneStrRot::computeBmatrixAt(), oofem::XfemElementInterface::ComputeBOrBHMatrix(), oofem::XfemStructuralElementInterface::computeCohesiveForces(), oofem::EnrichmentFront::computeCrackTangent(), oofem::CylindricalALM::computeDeltaLambda(), oofem::XfemStructuralElementInterface::computeEffectiveSveSize(), oofem::XfemStructuralElementInterface::computeGlobalCohesiveTractionVector(), oofem::BasicGeometry::computeLineDistance(), oofem::MaterialForceEvaluator::computeMaterialForce(), oofem::PolygonLine::computeNormalSignDist(), oofem::DKTPlate::computeVertexBendingMoments(), oofem::TR_SHELL11::computeVolumeAround(), oofem::TrPlaneStrRot3d::computeVolumeAround(), oofem::PrescribedGradientBCWeak::createTractionMesh(), oofem::FEI2dQuadLin::edgeEvaldNds(), oofem::FEI2dTrConst::edgeEvaldNds(), oofem::FEI2dTrLin::edgeEvaldNds(), oofem::FEI2dQuadLin::edgeEvalN(), oofem::FEI2dTrLin::edgeEvalN(), oofem::FEI2dQuadLin::edgeEvalNormal(), oofem::FEI2dTrLin::edgeEvalNormal(), oofem::FEI2dTrConst::edgeLocal2global(), oofem::ZZErrorEstimator::estimateError(), oofem::DirectEI::evalGradLevelSetNormal(), oofem::EnrFrontCohesiveBranchFuncOneEl::evaluateEnrFuncAt(), oofem::EnrFrontIntersection::evaluateEnrFuncAt(), oofem::EnrFrontLinearBranchFuncOneEl::evaluateEnrFuncAt(), oofem::EnrFrontLinearBranchFuncRadius::evaluateEnrFuncAt(), oofem::GeometryBasedEI::evaluateEnrFuncAt(), oofem::CohesiveBranchFunction::evaluateEnrFuncDerivAt(), oofem::EnrFrontIntersection::evaluateEnrFuncDerivAt(), oofem::LinElBranchFunction::evaluateEnrFuncDerivAt(), oofem::PrescribedGradientBCWeak::findPeriodicityCoord(), oofem::PrescribedGradientBCWeakDirichlet::giveBoundaryCoordVector(), oofem::PrescribedGradientBCWeakPeriodic::giveBoundaryCoordVector(), oofem::PrescribedDispSlipHomogenization::giveDispField(), oofem::Circle::giveGlobalCoordinates(), oofem::GaussIntegrationRule::giveLineCoordsAndWeights(), oofem::LobattoIntegrationRule::giveLineCoordsAndWeights(), oofem::Structural2DElement::giveMaterialOrientationAt(), oofem::PrescribedGradientBCWeak::giveMirroredPointOnGammaMinus(), oofem::PrescribedGradientBCWeak::giveMirroredPointOnGammaPlus(), oofem::PolygonLine::giveNormal(), oofem::FiberedCrossSection::giveSlaveGaussPoint(), oofem::PrescribedDispSlipHomogenization::giveSlipField(), oofem::PolygonLine::giveTangent(), oofem::PrescribedGradientBCWeak::giveTractionElNormal(), oofem::FEInterpolation2d::global2local(), oofem::PolygonLine::initializeFrom(), oofem::PrescribedGradientBCWeak::initializeFrom(), oofem::Quasicontinuum::intersectionTestSegmentSegment2D(), oofem::FEI2dQuadLin::local2global(), oofem::NCPrincipalStress::nucleateEnrichmentItems(), oofem::GnuplotExportModule::outputBoundaryCondition(), oofem::GnuplotExportModule::outputXFEM(), oofem::Triangle::pointIsInTriangle(), oofem::PLCrackPrescribedDir::propagateInterface(), oofem::PLPrincipalStrain::propagateInterface(), oofem::PrescribedGradientBCWeak::removeSegOverHoles(), oofem::GaussIntegrationRule::SetUpPointsOn2DEmbeddedLine(), oofem::GaussIntegrationRule::SetUpPointsOnSquare(), oofem::LobattoIntegrationRule::SetUpPointsOnSquare(), oofem::GaussIntegrationRule::SetUpPointsOnTriangle(), oofem::PatchIntegrationRule::SetUpPointsOnTriangle(), oofem::CylindricalALM::solve(), and oofem::XfemStructuralElementInterface::XfemElementInterface_updateIntegrationRule().

Vec3()

FloatArray oofem::Vec3 ( const double & a, const double & b, const double & c )

inlinestatic

Definition at line 607 of file floatarray.h.

References oofem::FloatArray::fromIniList().

Referenced by oofem::FEInterpolation2d::boundarySurfaceEvalNormal(), oofem::TR_SHELL11::computeBmatrixAt(), oofem::TrPlaneStrRot::computeBmatrixAt(), oofem::XfemStructuralElementInterface::computeCohesiveTangent(), oofem::TrPlanestressRotAllman::computeStiffnessMatrixZeroEnergyStabilization(), oofem::PlaneStressElement::computeStressVector(), oofem::MITC4Shell::computeSurfaceNMatrixAt(), oofem::OctantRec::divideLocally(), oofem::FEI2dQuadQuad::edgeEvaldNds(), oofem::FEI2dTrQuad::edgeEvaldNds(), oofem::FEI2dQuadQuad::edgeEvalN(), oofem::FEI2dTrQuad::edgeEvalN(), oofem::FEI2dTrLin::evalN(), oofem::PrescribedGradientBCPeriodic::findSlaveToMasterMap(), oofem::QTrPlaneStress2dXFEM::giveCompositeExportData(), oofem::LayeredCrossSection::giveIPValue(), oofem::GaussIntegrationRule::giveLineCoordsAndWeights(), oofem::LobattoIntegrationRule::giveLineCoordsAndWeights(), oofem::XfemStructuralElementInterface::giveSubtriangulationCompositeExportData(), oofem::GaussIntegrationRule::giveTriCoordsAndWeights(), oofem::FEI3dWedgeLin::global2local(), oofem::XfemStructureManager::mergeCloseCracks(), oofem::XfemStructureManager::removeShortCracks(), oofem::GaussIntegrationRule::SetUpPointsOn3dDegShell(), oofem::GaussIntegrationRule::SetUpPointsOn3dDegShellLayers(), oofem::GaussIntegrationRule::SetUpPointsOnCube(), oofem::LobattoIntegrationRule::SetUpPointsOnCube(), oofem::GaussIntegrationRule::SetUpPointsOnCubeLayers(), oofem::GaussIntegrationRule::SetUpPointsOnTetrahedra(), oofem::GaussIntegrationRule::SetUpPointsOnWedge(), oofem::LayeredIntegrationRule::SetUpPointsOnWedge(), oofem::PatchIntegrationRule::SetUpPointsOnWedge(), oofem::GaussIntegrationRule::SetUpPointsOnWedgeLayers(), oofem::HuertaErrorEstimatorInterface::setupRefinedElementProblem1D(), oofem::HuertaErrorEstimatorInterface::setupRefinedElementProblem2D(), oofem::HuertaErrorEstimatorInterface::setupRefinedElementProblem3D(), oofem::TR_SHELL02::SpatialLocalizerI_giveBBox(), oofem::FEI3dHexaLin::surfaceEvaldNdx(), oofem::FEI3dHexaQuad::surfaceEvaldNdx(), and oofem::XfemStructuralElementInterface::XfemElementInterface_updateIntegrationRule().

Vec4()

FloatArray oofem::Vec4 ( const double & a, const double & b, const double & c, const double & d )

inlinestatic

Definition at line 608 of file floatarray.h.

References oofem::FloatArray::fromIniList().

Referenced by oofem::XfemStructuralElementInterface::computeCohesiveForces(), oofem::CylindricalALM::computeDeltaLambda(), oofem::PlaneStrainElement::computeStressVector(), oofem::PrescribedDispSlipHomogenization::giveDispGradient(), oofem::PrescribedGradientHomogenization::giveGradientVoigt(), oofem::GaussIntegrationRule::giveLineCoordsAndWeights(), oofem::LobattoIntegrationRule::giveLineCoordsAndWeights(), oofem::PrescribedDispSlipHomogenization::giveSlipGradient(), and oofem::GaussIntegrationRule::giveTriCoordsAndWeights().

Vec5()

FloatArray oofem::Vec5 ( const double & a, const double & b, const double & c, const double & d, const double & e )

inlinestatic

Definition at line 609 of file floatarray.h.

References oofem::FloatArray::fromIniList().

Referenced by oofem::GaussIntegrationRule::giveLineCoordsAndWeights(), and oofem::LobattoIntegrationRule::giveLineCoordsAndWeights().

Vec6()

FloatArray oofem::Vec6 ( const double & a, const double & b, const double & c, const double & d, const double & e, const double & f )

inlinestatic

Definition at line 610 of file floatarray.h.

References oofem::FloatArray::fromIniList().

Referenced by oofem::XfemStructuralElementInterface::computeCohesiveForces(), oofem::PrescribedGradientBCWeak::computeField(), oofem::SurfaceTensionBoundaryCondition::computeLoadVectorFromElement(), oofem::AxisymElement::computeStressVector(), oofem::Structural3DElement::computeStressVector(), oofem::FEI2dTrQuad::evalN(), oofem::QTrPlaneStress2dXFEM::giveCompositeExportData(), oofem::LayeredCrossSection::giveIPValue(), oofem::TrPlaneStrRot::giveIPValue(), oofem::GaussIntegrationRule::giveLineCoordsAndWeights(), oofem::LobattoIntegrationRule::giveLineCoordsAndWeights(), oofem::Tr2Shell7XFEM::giveLocalNodeCoords(), oofem::GaussIntegrationRule::giveTriCoordsAndWeights(), oofem::NCPrincipalStress::nucleateEnrichmentItems(), oofem::HuertaErrorEstimatorInterface::setupRefinedElementProblem1D(), oofem::HuertaErrorEstimatorInterface::setupRefinedElementProblem2D(), and oofem::HuertaErrorEstimatorInterface::setupRefinedElementProblem3D().

Vec7()

FloatArray oofem::Vec7 ( const double & a, const double & b, const double & c, const double & d, const double & e, const double & f, const double & g )

inlinestatic

Definition at line 611 of file floatarray.h.

References oofem::FloatArray::fromIniList().

Referenced by oofem::GaussIntegrationRule::giveLineCoordsAndWeights(), and oofem::GaussIntegrationRule::giveTriCoordsAndWeights().

Vec8()

FloatArray oofem::Vec8 ( const double & a, const double & b, const double & c, const double & d, const double & e, const double & f, const double & g, const double & h )

inlinestatic

Definition at line 612 of file floatarray.h.

References oofem::FloatArray::fromIniList().

Referenced by oofem::FEI2dQuadQuad::evalN(), oofem::FEI3dHexaLin::evalN(), and oofem::GaussIntegrationRule::giveLineCoordsAndWeights().

Vec9()

FloatArray oofem::Vec9 ( const double & a, const double & b, const double & c, const double & d, const double & e, const double & f, const double & g, const double & h, const double & i )

inlinestatic

Definition at line 613 of file floatarray.h.

References oofem::FloatArray::fromIniList().

VecX()

FloatArray oofem::VecX ( std::initializer_list< double > ini )

inlinestatic

Definition at line 614 of file floatarray.h.

References oofem::FloatArray::fromIniList().

Referenced by oofem::Quasicontinuum::applyApproach2(), oofem::Quasicontinuum::applyApproach3(), oofem::GaussIntegrationRule::giveLineCoordsAndWeights(), and oofem::GaussIntegrationRule::giveTriCoordsAndWeights().

zero()

template<std::size_t N, std::size_t M>

FloatMatrixF< N, M > oofem::zero

(

)

Constructs a zero matrix (this is the default behavior when constructing a matrix, this is just for nicer syntax).

Swaps the fourth and sixth index in the array. This is to reorder the indices from OOFEM's order to Abaqus' and vice versa.

Definition at line 937 of file floatmatrixf.h.

Referenced by oofem::FloatMatrix::beInverseOf(), oofem::FloatMatrix::beUnitMatrix(), oofem::StressStrainBaseVector::convertFromFullForm(), oofem::IntMatDummyCZ::give3dStiffnessMatrix_dTdj(), oofem::StressStrainBaseVector::letStressStrainModeBe(), oofem::TR1_2D_SUPG::LS_PCS_computeS(), oofem::Tet1_3D_SUPG::LS_PCS_computeVOFFractions(), oofem::TR1_2D_SUPG::LS_PCS_computeVOFFractions(), oofem::TR1_2D_SUPG_AXI::LS_PCS_computeVOFFractions(), and oofem::TR21_2D_SUPG::LS_PCS_computeVOFFractions().

zeros()

template<std::size_t N>

FloatArrayF< N > oofem::zeros

(

)

For more readable code.

Definition at line 533 of file floatarrayf.h.

Referenced by oofem::StructuralMaterial::computeStressIndependentStrainVector_3d(), oofem::FluidDynamicMaterial::computeTangents3D(), eig(), oofem::AbaqusUserMaterial::give3dMaterialStiffnessMatrix(), oofem::MFrontUserMaterial::give3dMaterialStiffnessMatrix(), oofem::FCMMaterial::giveRealStressVector(), oofem::RheoChainMaterial::giveRealStressVector(), oofem::MicroplaneMaterial_Bazant::giveRealStressVector_3d(), oofem::TutorialMaterialStatus::initTempStatus(), oofem::TrabBoneEmbed::performPlasticityReturn(), oofem::LatticeBondPlasticity::performRegularReturn(), oofem::DruckerPragerPlasticitySM::performVertexReturn(), oofem::LatticeBondPlasticity::performVertexReturn(), oofem::Shell7Base::recoverShearStress(), and solve_check().

Variable Documentation

classFactory

OOFEM_EXPORT ClassFactory & oofem::classFactory = GiveClassFactory()

Definition at line 92 of file classfactory.C.

Referenced by oofem::AdaptiveNonLinearStatic::adaptiveRemap(), oofem::AdditiveManufacturingProblem::add_element_if_not_exists2(), oofem::AdditiveManufacturingProblem::add_node_if_not_exists2(), oofem::AdditiveManufacturingProblem::add_sm_element_if_not_exists2(), oofem::AdditiveManufacturingProblem::add_sm_node_if_not_exists2(), oofem::Quasicontinuum::addCrosssectionToInterpolationElements(), oofem::DofManValueField::addElement(), oofem::DofManValueField::addNode(), oofem::Quasicontinuum::applyApproach1(), oofem::Quasicontinuum::applyApproach2(), oofem::Quasicontinuum::applyApproach3(), oofem::MacroLSpace::changeMicroBoundaryConditions(), oofem::PrescribedDispSlipBCDirichletRC::computeTangent(), oofem::PrescribedGenStrainShell7::computeTangent(), oofem::PrescribedGradient::computeTangent(), oofem::PrescribedGradientBCNeumann::computeTangent(), oofem::PrescribedGradientBCPeriodic::computeTangent(), oofem::PrescribedGradientBCWeak::computeTangent(), oofem::StokesFlowVelocityHomogenization::computeTangent(), oofem::TransportGradientDirichlet::computeTangent(), oofem::TransportGradientNeumann::computeTangent(), oofem::TransportGradientPeriodic::computeTangent(), oofem::MixedGradientPressureDirichlet::computeTangents(), oofem::MixedGradientPressureNeumann::computeTangents(), oofem::MixedGradientPressureWeakPeriodic::computeTangents(), oofem::TransportGradientDirichlet::computeXi(), oofem::StructuralFE2MaterialStatus::copyStateVariables(), oofem::DGProblem::CreateBoundaryElement(), oofem::Domain::createDofs(), oofem::Quasicontinuum::createInterpolationElements(), oofem::Subdivision::createMesh(), oofem::ExportModuleManager::CreateModule(), oofem::InitModuleManager::CreateModule(), oofem::MonitorManager::CreateModule(), oofem::DofManValueField::DofManValueField(), oofem::CylindricalALM::giveLinearSolver(), oofem::NRSolver::giveLinearSolver(), oofem::AdaptiveNonLinearStatic::giveLoadBalancer(), oofem::NonLinearDynamic::giveLoadBalancer(), oofem::NonLinearStatic::giveLoadBalancer(), oofem::AdaptiveNonLinearStatic::giveLoadBalancerMonitor(), oofem::NonLinearDynamic::giveLoadBalancerMonitor(), oofem::NonLinearStatic::giveLoadBalancerMonitor(), oofem::MicroMaterial::giveMacroStiffnessMatrix(), oofem::CBS::giveNumericalMethod(), oofem::DGProblem::giveNumericalMethod(), oofem::DIIDynamic::giveNumericalMethod(), oofem::EigenValueDynamic::giveNumericalMethod(), oofem::FreeWarping::giveNumericalMethod(), oofem::IncrementalLinearStatic::giveNumericalMethod(), oofem::LinearStability::giveNumericalMethod(), oofem::LinearStatic::giveNumericalMethod(), oofem::NlDEIDynamic::giveNumericalMethod(), oofem::NonStationaryTransportProblem::giveNumericalMethod(), oofem::PFEM::giveNumericalMethod(), oofem::StaticStructural::giveNumericalMethod(), oofem::SUPG::giveNumericalMethod(), oofem::TestProblem::giveNumericalMethod(), oofem::LinearStability::giveNumericalMethodForLinStaticProblem(), oofem::VTKHDF5ExportModule::givePrimVarSmoother(), oofem::VTKXMLExportModule::givePrimVarSmoother(), oofem::VTKExportModule::giveSmoother(), oofem::VTKHDF5ExportModule::giveSmoother(), oofem::VTKXMLExportModule::giveSmoother(), oofem::AdaptiveNonLinearStatic::initializeAdaptiveFrom(), oofem::EngngModel::initializeFrom(), oofem::MetaStep::initializeFrom(), InstanciateProblem(), oofem::Delamination::instanciateYourself(), oofem::Domain::instanciateYourself(), oofem::FieldManager::instanciateYourself(), oofem::FractureManager::instanciateYourself(), oofem::GeometryBasedEI::instanciateYourself(), oofem::NucleationCriterion::instanciateYourself(), oofem::XfemManager::instanciateYourself(), oofem::InternalVariableField::InternalVariableField(), oofem::LSPrimaryVariableMapper::mapPrimaryVariables(), oofem::NonLinearDynamic::proceedStep(), oofem::NonLinearStatic::proceedStep(), oofem::DofManager::restoreContext(), oofem::Domain::restoreContext(), oofem::Element::restoreContext(), oofem::XfemManager::restoreContext(), oofem::SolutionbasedShapeFunction::setBoundaryConditionOnDof(), oofem::SolutionbasedShapeFunction::setLoads(), oofem::SmoothedNodalInternalVariableField::SmoothedNodalInternalVariableField(), oofem::EigenValueDynamic::solveYourself(), oofem::AdaptiveNonLinearStatic::solveYourselfAt(), oofem::CBS::solveYourselfAt(), oofem::DGProblem::solveYourselfAt(), oofem::DIIDynamic::solveYourselfAt(), oofem::FreeWarping::solveYourselfAt(), oofem::IncrementalLinearStatic::solveYourselfAt(), oofem::LinearStability::solveYourselfAt(), oofem::LinearStatic::solveYourselfAt(), oofem::MPMProblem::solveYourselfAt(), oofem::NLTransientTransportProblem::solveYourselfAt(), oofem::NonStationaryTransportProblem::solveYourselfAt(), oofem::Pdelta::solveYourselfAt(), oofem::PFEM::solveYourselfAt(), oofem::StaticStructural::solveYourselfAt(), oofem::StationaryMPMSProblem::solveYourselfAt(), oofem::StationaryTransportProblem::solveYourselfAt(), oofem::StokesFlow::solveYourselfAt(), oofem::SUPG::solveYourselfAt(), oofem::TestProblem::solveYourselfAt(), oofem::TransientTransportProblem::solveYourselfAt(), oofem::T3DInterface::t3d_2_OOFEM(), oofem::LoadBalancer::unpackMigratingData(), oofem::NonlocalMaterialWTP::unpackRemoteElements(), oofem::Subdivision::unpackRemoteElements(), and oofem::AdaptiveLinearStatic::updateYourself().

coarseUNorm

double oofem::coarseUNorm

Definition at line 117 of file huertaerrorestimator.C.

Referenced by oofem::HuertaErrorEstimator::estimateError(), and oofem::HuertaErrorEstimator::solveRefinedWholeProblem().

DISC_DOF_SCALE_FAC

const double oofem::DISC_DOF_SCALE_FAC = 1.0

Definition at line 59 of file shell7basexfem.C.

Referenced by oofem::Shell7BaseXFEM::computeEnrichedBmatrixAt(), oofem::Shell7BaseXFEM::computeEnrichedNmatrixAt(), oofem::Shell7BaseXFEM::computeStiffnessMatrix(), oofem::Shell7BaseXFEM::edgeComputeEnrichedBmatrixAt(), oofem::Shell7BaseXFEM::edgeComputeEnrichedNmatrixAt(), oofem::Shell7BaseXFEM::edgeGiveUpdatedSolutionVector(), and oofem::Shell7BaseXFEM::OLDcomputeStiffnessMatrix().

disturB

const double oofem::disturB = 1e-8

Definition at line 59 of file shell7basePhFi.C.

dummySet

Set oofem::dummySet	(	0	,
		nullptr	)

Definition at line 208 of file set.h.

exactCoarseError

FloatArray oofem::exactCoarseError

static

Definition at line 122 of file huertaerrorestimator.C.

Referenced by oofem::HuertaErrorEstimator::estimateError(), and oofem::HuertaErrorEstimator::solveRefinedWholeProblem().

exactENorm

double oofem::exactENorm

Definition at line 117 of file huertaerrorestimator.C.

Referenced by oofem::HuertaErrorEstimator::estimateError(), and oofem::HuertaErrorEstimator::solveRefinedWholeProblem().

exactFineError

FloatArray oofem::exactFineError

static

Definition at line 121 of file huertaerrorestimator.C.

Referenced by oofem::HuertaErrorEstimator::estimateError(), oofem::HuertaErrorEstimator::solveRefinedElementProblem(), and oofem::HuertaErrorEstimator::solveRefinedWholeProblem().

exactFlag

bool oofem::exactFlag = false

static

Definition at line 112 of file huertaerrorestimator.C.

Referenced by oofem::HuertaErrorEstimator::estimateError(), oofem::HuertaErrorEstimator::initializeFrom(), and oofem::HuertaErrorEstimator::solveRefinedElementProblem().

finePos

int oofem::finePos

static

Definition at line 120 of file huertaerrorestimator.C.

Referenced by oofem::HuertaErrorEstimator::estimateError(), and oofem::HuertaErrorEstimator::solveRefinedElementProblem().

fineUNorm

double oofem::fineUNorm

Definition at line 117 of file huertaerrorestimator.C.

Referenced by oofem::HuertaErrorEstimator::estimateError(), and oofem::HuertaErrorEstimator::solveRefinedWholeProblem().

globalNelems

int oofem::globalNelems

static

Definition at line 133 of file huertaerrorestimator.C.

Referenced by oofem::HuertaErrorEstimator::estimateError(), and oofem::HuertaRemeshingCriteria::estimateMeshDensities().

huertaFlag

bool oofem::huertaFlag = false

static

Definition at line 115 of file huertaerrorestimator.C.

Referenced by oofem::HuertaErrorEstimator::estimateError(), and oofem::HuertaErrorEstimator::initializeFrom().

I6

const FloatArrayF<6> oofem::I6 {1., 1., 1., 0., 0., 0.}

I expressed in Voigt form.

Definition at line 577 of file floatarrayf.h.

I6_I6

const FloatMatrixF<6,6> oofem::I6_I6

Initial value:

= {
    1., 1., 1., 0., 0., 0.,
    1., 1., 1., 0., 0., 0.,
    1., 1., 1., 0., 0., 0.,
    0., 0., 0., 0., 0., 0.,
    0., 0., 0., 0., 0., 0.,
    0., 0., 0., 0., 0., 0.,
}

I(x)I expressed in Voigt form.

Definition at line 964 of file floatmatrixf.h.

Referenced by oofem::TrabBone3D::give3dMaterialStiffnessMatrix(), oofem::TrabBoneGrad3D::give3dMaterialStiffnessMatrix(), and oofem::IsotropicLinearElasticMaterial::initTangents().

I_dev6

const FloatMatrixF<6,6> oofem::I_dev6

Initial value:

= {
    2./3., -1./3., -1/3., 0., 0., 0.,
    -1./3., 2./3., -1/3., 0., 0., 0.,
    -1./3., -1./3., 2/3., 0., 0., 0.,
    0., 0., 0., 0.5, 0., 0.,
    0., 0., 0., 0., 0.5, 0.,
    0., 0., 0., 0., 0., 0.5,
}

I_dev matrix in Voigt (stress) form.

Definition at line 954 of file floatmatrixf.h.

Referenced by oofem::NewtonianFluidMaterial::computeTangent3D(), oofem::MisesMat::give3dMaterialStiffnessMatrix(), oofem::MisesMatGrad::give3dMaterialStiffnessMatrix(), oofem::TutorialMaterial::give3dMaterialStiffnessMatrix(), and oofem::IsotropicLinearElasticMaterial::initTangents().

icalcOffsets

int oofem::icalcOffsets[]

Initial value:

= {
    -2, -1, 1, 2,    0,  0, 0, 0
}

Definition at line 36 of file grid.C.

Referenced by oofem::Grid::calcTime().

impCSect

int oofem::impCSect

static

Definition at line 130 of file huertaerrorestimator.C.

Referenced by oofem::HuertaErrorEstimator::initializeFrom(), and oofem::HuertaErrorEstimatorInterface::setupRefinedElementProblem1D().

impPos

FloatArray oofem::impPos

static

Definition at line 131 of file huertaerrorestimator.C.

Referenced by oofem::HuertaErrorEstimator::initializeFrom(), and oofem::HuertaErrorEstimatorInterface::setupRefinedElementProblem1D().

interpolationCatalogue

InterpolationCatalogueType oofem::interpolationCatalogue

Definition at line 74 of file interpolationcatalogue.C.

Referenced by oofem::Variable::initializeFrom().

iOffsets

int oofem::iOffsets[]

Initial value:

= {
    -1, 1, 0, 0
}

Definition at line 26 of file grid.C.

Referenced by oofem::Grid::fastMarch(), and oofem::Grid::setZeroValues().

iOffsets_full

int oofem::iOffsets_full[]

Initial value:

= {
    -1, -1, -1,  0,  0,  1,  1,  1
}

Definition at line 13 of file grid.C.

Referenced by oofem::Grid::setZeroValues().

is_diag

bool oofem::is_diag[]

Initial value:

= {
    true, false, true, false, false, true, false, true
}

Definition at line 21 of file grid.C.

Referenced by oofem::Grid::setZeroValues().

jcalcOffsets

int oofem::jcalcOffsets[]

Initial value:

= {
    0,  0, 0, 0,   -2, -1, 1, 2
}

Definition at line 39 of file grid.C.

Referenced by oofem::Grid::calcTime().

jOffsets

int oofem::jOffsets[]

Initial value:

= {
    0, 0, -1, 1
}

Definition at line 29 of file grid.C.

Referenced by oofem::Grid::fastMarch(), and oofem::Grid::setZeroValues().

jOffsets_full

int oofem::jOffsets_full[]

Initial value:

= {
    -1,  0,  1, -1,  1, -1,  0,  1
}

Definition at line 16 of file grid.C.

Referenced by oofem::Grid::setZeroValues().

masterRun

bool oofem::masterRun = true

static

Definition at line 110 of file huertaerrorestimator.C.

Referenced by oofem::HuertaErrorEstimator::initializeFrom().

maxMsgLen

int oofem::maxMsgLen =80

staticconstexpr

Definition at line 46 of file inputrecord.C.

Referenced by oofem::BadFormatInputException::BadFormatInputException(), oofem::MissingKeywordInputException::MissingKeywordInputException(), and oofem::ValueInputException::ValueInputException().

mixedNorm

double oofem::mixedNorm

Definition at line 117 of file huertaerrorestimator.C.

Referenced by oofem::HuertaErrorEstimator::estimateError(), oofem::HuertaErrorEstimator::solveRefinedElementProblem(), and oofem::HuertaErrorEstimator::solveRefinedWholeProblem().

ModuleManager< ExportModule >

template class OOFEM_EXPORT oofem::ModuleManager< ExportModule >

Definition at line 155 of file modulemanager.h.

nLayers

const int oofem::nLayers = 5

Definition at line 58 of file shell7basePhFi.C.

Referenced by oofem::LayeredCrossSection::setupLayeredIntegrationRule().

oofem_logger

OOFEM_EXPORT Logger oofem::oofem_logger

(

Logger ::LOG_LEVEL_INFO

)

Definition at line 131 of file logger.h.

Referenced by oofem::ContextIOERR::print(), and oofem::SolutionStatusExportModule::terminate().

perCSect

int oofem::perCSect

static

Definition at line 130 of file huertaerrorestimator.C.

Referenced by oofem::HuertaErrorEstimator::initializeFrom(), and oofem::HuertaErrorEstimatorInterface::setupRefinedElementProblem1D().

refinedReader

DynamicDataReader oofem::refinedReader("huerta") ( "huerta" )

static

Referenced by oofem::HuertaErrorEstimatorInterface::setupRefinedElementProblem1D(), oofem::HuertaErrorEstimatorInterface::setupRefinedElementProblem2D(), oofem::HuertaErrorEstimatorInterface::setupRefinedElementProblem3D(), oofem::HuertaErrorEstimator::setupRefinedProblemEpilog1(), oofem::HuertaErrorEstimator::setupRefinedProblemEpilog2(), oofem::HuertaErrorEstimator::setupRefinedProblemProlog(), oofem::HuertaErrorEstimator::solveRefinedElementProblem(), oofem::HuertaErrorEstimator::solveRefinedPatchProblem(), and oofem::HuertaErrorEstimator::solveRefinedWholeProblem().

tolerance

const double oofem::tolerance = 1.0e-12

Todo

This unit has a unit! There are no small numbers, and we should change the code to avoid the need for this at all cost. / Mikael

Definition at line 45 of file expczmaterial.C.

Referenced by oofem::ExpCZMaterial::give3dStiffnessMatrix_Eng(), oofem::ExpCZMaterial::giveEngTraction_3d(), oofem::LatticeDamageViscoelastic::giveLatticeStress3d(), oofem::LatticePlasticityDamageViscoelastic::giveLatticeStress3d(), oofem::ExpCZMaterial::initializeFrom(), oofem::IntMatBilinearCZElastic::initializeFrom(), REGISTER_ExportModule(), and oofem::FluidMaterialEvaluator::solveYourself().

warningIsError

OOFEM_EXPORT bool oofem::warningIsError =false

Definition at line 45 of file error.C.

wholeFlag

bool oofem::wholeFlag = false

static

Definition at line 115 of file huertaerrorestimator.C.

Referenced by oofem::HuertaErrorEstimator::estimateError(), oofem::HuertaErrorEstimatorInterface::setupRefinedElementProblem1D(), oofem::HuertaErrorEstimatorInterface::setupRefinedElementProblem2D(), and oofem::HuertaErrorEstimatorInterface::setupRefinedElementProblem3D().