This class represent a 7 parameter shell element. More...

#include <shell7base.h>

Inheritance diagram for oofem::Shell7Base:

Collaboration diagram for oofem::Shell7Base:

Public Member Functions
	Shell7Base (int n, Domain *d)

virtual	~Shell7Base ()

virtual void	giveDofManDofIDMask (int inode, IntArray &) const
	Returns dofmanager dof mask for node. More...

virtual int	computeGlobalCoordinates (FloatArray &answer, const FloatArray &lcoords)
	Computes the global coordinates from given element's local coordinates. More...

virtual int	computeGlobalCoordinatesOnEdge (FloatArray &answer, const FloatArray &lcoords, const int iEdge)

virtual int	computeNumberOfDofs ()
	Computes or simply returns total number of element's local DOFs. More...

virtual int	checkConsistency ()
	Performs consistency check. More...

virtual void	postInitialize ()
	Performs post initialization steps. More...

virtual void	printOutputAt (FILE file, TimeStep tStep)
	Prints output of receiver to stream, for given time step. More...

virtual const char *	giveClassName () const

virtual MaterialMode	giveMaterialMode ()
	Returns material mode for receiver integration points. More...

virtual int	giveNumberOfInPlaneIP ()

virtual int	giveNumberOfDofs ()

virtual int	giveNumberOfEdgeDofs ()=0

virtual int	giveNumberOfEdgeDofManagers ()=0

virtual Element *	ZZNodalRecoveryMI_giveElement ()

void	evalInitialCovarBaseVectorsAt (const FloatArray &lCoords, FloatMatrix &Gcov)

LayeredCrossSection *	giveLayeredCS ()

void	computeBoundaryEdgeLoadVector (FloatArray &answer, BoundaryLoad load, int boundary, CharType type, ValueModeType mode, TimeStep tStep, bool global)
	Computes the contribution of the given load at the given boundary edge. More...

Public Member Functions inherited from oofem::NLStructuralElement
	NLStructuralElement (int n, Domain *d)
	Constructor. More...

virtual	~NLStructuralElement ()
	Destructor. More...

int	giveGeometryMode ()
	Returns the geometry mode describing the formulation used in the internal work 0 - Engineering (small deformation) stress-strain mode 1 - First Piola-Kirchhoff - Deformation gradient mode, P is defined as FS 2 - Second Piola-Kirchhoff - Green-Lagrange strain mode with deformation gradient as input (deprecated and not supported) More...

void	computeFirstPKStressVector (FloatArray &answer, GaussPoint gp, TimeStep tStep)
	Computes the first Piola-Kirchhoff stress tensor on Voigt format. More...

void	computeCauchyStressVector (FloatArray &answer, GaussPoint gp, TimeStep tStep)
	Computes the Cauchy stress tensor on Voigt format. More...

virtual void	computeInitialStressMatrix (FloatMatrix &answer, TimeStep *tStep)
	Computes the initial stiffness matrix of receiver. More...

void	computeStiffnessMatrix_withIRulesAsSubcells (FloatMatrix &answer, MatResponseMode rMode, TimeStep *tStep)
	Computes the stiffness matrix of receiver. More...

void	giveInternalForcesVector_withIRulesAsSubcells (FloatArray &answer, TimeStep *tStep, int useUpdatedGpRecord=0)
	Evaluates nodal representation of real internal forces. More...

virtual void	computeDeformationGradientVector (FloatArray &answer, GaussPoint gp, TimeStep tStep)
	Computes the deformation gradient in Voigt form at integration point ip and at time step tStep. More...

double	computeCurrentVolume (TimeStep *tStep)
	Computes the current volume of element. More...

virtual void	giveInputRecord (DynamicInputRecord &input)
	Setups the input record string of receiver. More...

Public Member Functions inherited from oofem::StructuralElement
	StructuralElement (int n, Domain *d)
	Constructor. More...

virtual	~StructuralElement ()
	Destructor. More...

virtual void	giveCharacteristicMatrix (FloatMatrix &answer, CharType, TimeStep *tStep)
	Computes characteristic matrix of receiver of requested type in given time step. More...

virtual void	giveCharacteristicVector (FloatArray &answer, CharType type, ValueModeType mode, TimeStep *tStep)
	Computes characteristic vector of receiver of requested type in given time step. More...

virtual void	computeConsistentMassMatrix (FloatMatrix &answer, TimeStep tStep, double &mass, const double ipDensity=NULL)
	Computes consistent mass matrix of receiver using numerical integration over element volume. More...

virtual void	giveMassMtrxIntegrationgMask (IntArray &answer)
	Returns mask indicating, which unknowns (their type and ordering is the same as element unknown vector) participate in mass matrix integration. More...

void	computeStiffnessMatrix_withIRulesAsSubcells (FloatMatrix &answer, MatResponseMode rMode, TimeStep *tStep)

virtual void	computeField (ValueModeType mode, TimeStep *tStep, const FloatArray &lcoords, FloatArray &answer)
	Computes the unknown vector interpolated at the specified local coordinates. More...

virtual void	computeStrainVector (FloatArray &answer, GaussPoint gp, TimeStep tStep)
	Compute strain vector of receiver evaluated at given integration point at given time step from element displacement vector. More...

virtual void	computeResultingIPTemperatureAt (FloatArray &answer, TimeStep tStep, GaussPoint gp, ValueModeType mode)
	Computes at given time (tStep) the the resulting temperature component array. More...

virtual void	computeResultingIPEigenstrainAt (FloatArray &answer, TimeStep tStep, GaussPoint gp, ValueModeType mode)
	Computes at given time the resulting eigenstrain component array. More...

virtual int	adaptiveUpdate (TimeStep *tStep)
	Updates the internal state variables stored in all IPs according to already mapped state. More...

virtual void	updateInternalState (TimeStep *tStep)
	Updates element state after equilibrium in time step has been reached. More...

virtual void	updateYourself (TimeStep *tStep)
	Updates element state after equilibrium in time step has been reached. More...

virtual int	giveInternalStateAtNode (FloatArray &answer, InternalStateType type, InternalStateMode mode, int node, TimeStep *tStep)
	Returns internal state variable (like stress,strain) at node of element in Reduced form, the way how is obtained is dependent on InternalValueType. More...

virtual void	showSparseMtrxStructure (CharType mtrx, oofegGraphicContext &gc, TimeStep *tStep)
	Shows sparse structure. More...

virtual void	showExtendedSparseMtrxStructure (CharType mtrx, oofegGraphicContext &gc, TimeStep *tStep)
	Shows extended sparse structure (for example, due to nonlocal interactions for tangent stiffness) More...

virtual void	computeLoadVector (FloatArray &answer, BodyLoad load, CharType type, ValueModeType mode, TimeStep tStep)
	Computes the contribution of the given body load (volumetric). More...

virtual void	computeBoundarySurfaceLoadVector (FloatArray &answer, BoundaryLoad load, int boundary, CharType type, ValueModeType mode, TimeStep tStep, bool global=true)
	Computes the contribution of the given load at the given boundary surface in global coordinate system. More...

virtual void	computeEdgeNMatrix (FloatMatrix &answer, int boundaryID, const FloatArray &lcoords)
	computes edge interpolation matrix More...

virtual void	computeSurfaceNMatrix (FloatMatrix &answer, int boundaryID, const FloatArray &lcoords)
	Computes surface interpolation matrix. More...

virtual void	computeConstitutiveMatrixAt (FloatMatrix &answer, MatResponseMode rMode, GaussPoint gp, TimeStep tStep)=0
	Computes constitutive matrix of receiver. More...

StructuralCrossSection *	giveStructuralCrossSection ()
	Helper function which returns the structural cross-section for the element. More...

virtual void	createMaterialStatus ()

virtual void	computeStressVector (FloatArray &answer, const FloatArray &strain, GaussPoint gp, TimeStep tStep)=0
	Computes the stress vector of receiver at given integration point, at time step tStep. More...

virtual void	updateBeforeNonlocalAverage (TimeStep *tStep)
	Updates internal element state (in all integration points of receiver) before nonlocal averaging takes place. More...

virtual void	giveNonlocalLocationArray (IntArray &locationArray, const UnknownNumberingScheme &us)
	Returns the "nonlocal" location array of receiver. More...

virtual void	addNonlocalStiffnessContributions (SparseMtrx &dest, const UnknownNumberingScheme &s, TimeStep *tStep)
	Adds the "nonlocal" contribution to stiffness matrix, to account for nonlocality of material model. More...

Public Member Functions inherited from oofem::Element
	Element (int n, Domain *aDomain)
	Constructor. More...

	Element (const Element &src)=delete

Element &	operator= (const Element &src)=delete

virtual	~Element ()
	Virtual destructor. More...

virtual void	drawYourself (oofegGraphicContext &gc, TimeStep *tStep)

virtual void	drawAnnotation (oofegGraphicContext &gc, TimeStep *tStep)

virtual void	drawRawGeometry (oofegGraphicContext &gc, TimeStep *tStep)

virtual void	drawDeformedGeometry (oofegGraphicContext &gc, TimeStep *tStep, UnknownType)

virtual void	drawScalar (oofegGraphicContext &gc, TimeStep *tStep)

virtual void	drawSpecial (oofegGraphicContext &gc, TimeStep *tStep)

virtual void	giveLocalIntVarMaxMin (oofegGraphicContext &gc, TimeStep *tStep, double &emin, double &emax)

virtual int	giveInternalStateAtSide (FloatArray &answer, InternalStateType type, InternalStateMode mode, int side, TimeStep *tStep)
	Returns internal state variable (like stress,strain) at side of element in Reduced form If side is possessing DOFs, otherwise recover techniques will not work due to absence of side-shape functions. More...

int	giveLabel () const

int	giveGlobalNumber () const

void	setGlobalNumber (int num)
	Sets receiver globally unique number. More...

elementParallelMode	giveParallelMode () const
	Return elementParallelMode of receiver. More...

void	setParallelMode (elementParallelMode _mode)
	Sets parallel mode of element. More...

virtual elementParallelMode	giveKnotSpanParallelMode (int) const
	Returns the parallel mode for particular knot span of the receiver. More...

int	packUnknowns (DataStream &buff, TimeStep *tStep)
	Pack all necessary data of element (according to its parallel_mode) integration points into given communication buffer. More...

int	unpackAndUpdateUnknowns (DataStream &buff, TimeStep *tStep)
	Unpack and updates all necessary data of element (according to its parallel_mode) integration points into given communication buffer. More...

int	estimatePackSize (DataStream &buff)
	Estimates the necessary pack size to hold all packed data of receiver. More...

const IntArray *	givePartitionList () const
	Returns partition list of receiver. More...

void	setPartitionList (IntArray &pl)
	Sets partition list of receiver. More...

virtual double	predictRelativeComputationalCost ()
	Returns the weight representing relative computational cost of receiver The reference element is triangular plane stress element with linear approximation, single integration point and linear isotropic material. More...

virtual double	giveRelativeSelfComputationalCost ()
	Returns the weight representing relative computational cost of receiver The reference element is triangular plane stress element. More...

virtual double	predictRelativeRedistributionCost ()
	Returns the relative redistribution cost of the receiver. More...

IntArray *	giveBodyLoadArray ()
	Returns array containing load numbers of loads acting on element. More...

IntArray *	giveBoundaryLoadArray ()
	Returns array containing load numbers of boundary loads acting on element. More...

virtual contextIOResultType	saveContext (DataStream &stream, ContextMode mode, void *obj=NULL)
	Stores receiver state to output stream. More...

virtual contextIOResultType	restoreContext (DataStream &stream, ContextMode mode, void *obj=NULL)
	Restores the receiver state previously written in stream. More...

void	giveLocationArray (IntArray &locationArray, const UnknownNumberingScheme &s, IntArray *dofIds=NULL) const
	Returns the location array (array of code numbers) of receiver for given numbering scheme. More...

void	giveLocationArray (IntArray &locationArray, const IntArray &dofIDMask, const UnknownNumberingScheme &s, IntArray *dofIds=NULL) const

virtual void	giveBoundaryLocationArray (IntArray &locationArray, const IntArray &bNodes, const UnknownNumberingScheme &s, IntArray *dofIds=NULL)
	Returns the location array for the boundary of the element. More...

virtual void	giveBoundaryLocationArray (IntArray &locationArray, const IntArray &bNodes, const IntArray &dofIDMask, const UnknownNumberingScheme &s, IntArray *dofIds=NULL)

virtual int	giveNumberOfInternalDofManagers () const

virtual DofManager *	giveInternalDofManager (int i) const
	Returns i-th internal element dof manager of the receiver. More...

virtual double	giveCharacteristicValue (CharType type, TimeStep *tStep)
	Computes characteristic value of receiver of requested type in given time step. More...

virtual void	computeTangentFromSurfaceLoad (FloatMatrix &answer, SurfaceLoad load, int boundary, MatResponseMode rmode, TimeStep tStep)
	Computes the tangent contribution of the given load at the given boundary. More...

virtual void	computeTangentFromEdgeLoad (FloatMatrix &answer, EdgeLoad load, int boundary, MatResponseMode rmode, TimeStep tStep)
	Computes the tangent contribution of the given load at the given boundary. More...

const IntArray &	giveBodyLoadList () const
	Returns receiver list of bodyloads. More...

const IntArray &	giveBoundaryLoadList () const
	Returns receiver list of boundary loads. More...

void	computeVectorOf (ValueModeType u, TimeStep *tStep, FloatArray &answer)
	Returns local vector of unknowns. More...

void	computeVectorOf (const IntArray &dofIDMask, ValueModeType u, TimeStep *tStep, FloatArray &answer, bool padding=false)

void	computeBoundaryVectorOf (const IntArray &bNodes, const IntArray &dofIDMask, ValueModeType u, TimeStep *tStep, FloatArray &answer, bool padding=false)
	Boundary version of computeVectorOf. More...

void	computeVectorOf (PrimaryField &field, const IntArray &dofIDMask, ValueModeType u, TimeStep *tStep, FloatArray &answer, bool padding=false)
	Returns local vector of unknowns. More...

void	computeVectorOfPrescribed (ValueModeType u, TimeStep *tStep, FloatArray &answer)
	Returns local vector of prescribed unknowns. More...

void	computeVectorOfPrescribed (const IntArray &dofIDMask, ValueModeType type, TimeStep *tStep, FloatArray &answer)
	Returns local vector of prescribed unknowns. More...

virtual int	computeNumberOfGlobalDofs ()
	Computes the total number of element's global dofs. More...

int	computeNumberOfPrimaryMasterDofs ()
	Computes the total number of element's primary master DOFs. More...

virtual bool	computeGtoLRotationMatrix (FloatMatrix &answer)
	Returns transformation matrix from global c.s. More...

virtual bool	giveRotationMatrix (FloatMatrix &answer)
	Transformation matrices updates rotation matrix between element-local and primary DOFs, taking into account nodal c.s. More...

virtual bool	computeDofTransformationMatrix (FloatMatrix &answer, const IntArray &nodes, bool includeInternal)
	Returns transformation matrix for DOFs from global coordinate system to local coordinate system in nodes. More...

virtual void	giveInternalDofManDofIDMask (int inode, IntArray &answer) const
	Returns internal dofmanager dof mask for node. More...

virtual void	giveElementDofIDMask (IntArray &answer) const
	Returns element dof mask for node. More...

virtual double	computeVolumeAround (GaussPoint *gp)
	Returns volume related to given integration point. More...

virtual double	computeVolumeAreaOrLength ()
	Computes the volume, area or length of the element depending on its spatial dimension. More...

double	computeMeanSize ()
	Computes the size of the element defined as its length. More...

virtual double	computeVolume ()
	Computes the volume. More...

virtual double	computeArea ()
	Computes the area (zero for all but 2d geometries). More...

virtual double	computeLength ()
	Computes the length (zero for all but 1D geometries) More...

virtual void	giveBoundaryEdgeNodes (IntArray &bNodes, int boundary)
	Returns list of receiver boundary nodes for given edge. More...

virtual void	giveBoundarySurfaceNodes (IntArray &bNodes, int boundary)
	Returns list of receiver boundary nodes for given surface. More...

virtual IntegrationRule *	giveBoundaryEdgeIntegrationRule (int order, int boundary)
	Returns boundary edge integration rule. More...

virtual IntegrationRule *	giveBoundarySurfaceIntegrationRule (int order, int boundary)
	Returns boundary surface integration rule. More...

int	giveDofManagerNumber (int i) const
	Translates local to global indices for dof managers. More...

const IntArray &	giveDofManArray () const

void	addDofManager (DofManager *dMan)

DofManager *	giveDofManager (int i) const

Node *	giveNode (int i) const
	Returns reference to the i-th node of element. More...

virtual ElementSide *	giveSide (int i) const
	Returns reference to the i-th side of element. More...

virtual FEInterpolation *	giveInterpolation () const

virtual FEInterpolation *	giveInterpolation (DofIDItem id) const
	Returns the interpolation for the specific dof id. More...

virtual Material *	giveMaterial ()

int	giveMaterialNumber () const

CrossSection *	giveCrossSection ()

void	setMaterial (int matIndx)
	Sets the material of receiver. More...

virtual void	setCrossSection (int csIndx)
	Sets the cross section model of receiver. More...

virtual int	giveNumberOfDofManagers () const

virtual int	giveNumberOfNodes () const
	Returns number of nodes of receiver. More...

void	setDofManagers (const IntArray &dmans)
	Sets receiver dofManagers. More...

void	setBodyLoads (const IntArray &bodyLoads)
	Sets receiver bodyLoadArray. More...

void	setIntegrationRules (std::vector< std::unique_ptr< IntegrationRule > > irlist)
	Sets integration rules. More...

virtual integrationDomain	giveIntegrationDomain () const
	Returns integration domain for receiver, used to initialize integration point over receiver volume. More...

virtual int	giveIntegrationRuleLocalCodeNumbers (IntArray &answer, IntegrationRule &ie)
	Assembles the code numbers of given integration element (sub-patch) This is done by obtaining list of nonzero shape functions and by collecting the code numbers of nodes corresponding to these shape functions. More...

int	giveRegionNumber ()

virtual void	initializeYourself (TimeStep *timeStepWhenICApply)
	Initialization according to state given by initial conditions. More...

virtual bool	isActivated (TimeStep *tStep)

virtual bool	isCast (TimeStep *tStep)

virtual void	initForNewStep ()
	Initializes receivers state to new time step. More...

virtual Element_Geometry_Type	giveGeometryType () const
	Returns the element geometry type. More...

virtual int	giveSpatialDimension ()
	Returns the element spatial dimension (1, 2, or 3). More...

virtual int	giveNumberOfBoundarySides ()

virtual int	giveDefaultIntegrationRule () const
	Returns id of default integration rule. More...

virtual IntegrationRule *	giveDefaultIntegrationRulePtr ()
	Access method for default integration rule. More...

int	giveNumberOfIntegrationRules ()

virtual IntegrationRule *	giveIntegrationRule (int i)

std::vector< std::unique_ptr< IntegrationRule > > &	giveIntegrationRulesArray ()

virtual int	testElementExtension (ElementExtension ext)
	Tests if the element implements required extension. More...

int	giveGlobalIPValue (FloatArray &answer, GaussPoint gp, InternalStateType type, TimeStep tStep)

virtual double	giveLengthInDir (const FloatArray &normalToCrackPlane)
	Default implementation returns length of element projection into specified direction. More...

virtual double	giveCharacteristicLength (const FloatArray &normalToCrackPlane)
	Returns the size of element in the given direction, in some cases adjusted (e.g. More...

double	giveCharacteristicLengthForPlaneElements (const FloatArray &normalToCrackPlane)
	Returns the size of element in the given direction if the direction is in the XY plane, otherwise gives the mean size defined as the square root of the element area. More...

double	giveCharacteristicLengthForAxisymmElements (const FloatArray &normalToCrackPlane)
	Returns the size of an axisymmetric element in the given direction if the direction is in the XY plane, otherwise gives the mean distance vrom the symmetry axis multiplied by pi. More...

virtual double	giveCharacteristicSize (GaussPoint *gp, FloatArray &normalToCrackPlane, ElementCharSizeMethod method)
	Returns characteristic element size for a given integration point and given direction. More...

virtual double	giveParentElSize () const
	Returns the size (length, area or volume depending on element type) of the parent element. More...

virtual bool	computeLocalCoordinates (FloatArray &answer, const FloatArray &gcoords)
	Computes the element local coordinates from given global coordinates. More...

virtual int	giveLocalCoordinateSystem (FloatMatrix &answer)
	Returns local coordinate system of receiver Required by material models with ortho- and anisotrophy. More...

virtual void	computeMidPlaneNormal (FloatArray &answer, const GaussPoint *gp)
	Computes mid-plane normal of receiver at integration point. More...

virtual int	adaptiveMap (Domain oldd, TimeStep tStep)
	Initializes the internal state variables stored in all IPs according to state in given domain. More...

virtual int	mapStateVariables (Domain &iOldDom, const TimeStep &iTStep)
	Maps the internal state variables stored in all IPs from the old domain to the new domain. More...

virtual int	adaptiveFinish (TimeStep *tStep)
	Finishes the mapping for given time step. More...

virtual void	updateLocalNumbering (EntityRenumberingFunctor &f)
	Local renumbering support. More...

template<class T >
void	ipEvaluator (T src, void(T::f)(GaussPoint *gp))
	Integration point evaluator, loops over receiver IP's and calls given function (passed as f parameter) on them. The IP is parameter to function f. More...

template<class T , class S >
void	ipEvaluator (T src, void(T::f)(GaussPoint *, S &), S &_val)
	Integration point evaluator, loops over receiver IP's and calls given function (passed as f parameter) on them. The IP is parameter to function f as well as additional array. More...

Public Member Functions inherited from oofem::FEMComponent
	FEMComponent (int n, Domain *d)
	Regular constructor, creates component with given number and belonging to given domain. More...

virtual	~FEMComponent ()
	Virtual destructor. More...

virtual const char *	giveInputRecordName () const =0

Domain *	giveDomain () const

virtual void	setDomain (Domain *d)
	Sets associated Domain. More...

int	giveNumber () const

void	setNumber (int num)
	Sets number of receiver. More...

virtual void	printYourself ()
	Prints receiver state on stdout. Useful for debugging. More...

std::string	errorInfo (const char *func) const
	Returns string for prepending output (used by error reporting macros). More...

Public Member Functions inherited from oofem::NodalAveragingRecoveryModelInterface
	NodalAveragingRecoveryModelInterface ()
	Constructor. More...

Public Member Functions inherited from oofem::Interface
	Interface ()
	Constructor. More...

virtual	~Interface ()

Public Member Functions inherited from oofem::LayeredCrossSectionInterface
	LayeredCrossSectionInterface ()

Public Member Functions inherited from oofem::VTKXMLExportModuleElementInterface
	VTKXMLExportModuleElementInterface ()

virtual void	giveCompositeExportData (VTKPiece &vtkPiece, IntArray &primaryVarsToExport, IntArray &internalVarsToExport, IntArray cellVarsToExport, TimeStep *tStep)

Public Member Functions inherited from oofem::ZZNodalRecoveryModelInterface
	ZZNodalRecoveryModelInterface (Element *element)
	Constructor. More...

virtual bool	ZZNodalRecoveryMI_computeNValProduct (FloatMatrix &answer, InternalStateType type, TimeStep *tStep)
	Computes the element contribution to $\int_\Omega N^{\mathrm{T}}\alpha\;\mathrm{d}\Omega$ , where $\alpha$ is quantity to be recovered (for example stress or strain vector). More...

virtual void	ZZNodalRecoveryMI_computeNNMatrix (FloatArray &answer, InternalStateType type)
	Computes the element contribution to $\int_\Omega N^{\mathrm{T}} \cdot N\;\mathrm{d}\Omega$ term. More...

Public Member Functions inherited from oofem::FailureModuleElementInterface
	FailureModuleElementInterface ()

virtual void	computeFailureCriteriaQuantities (FailureCriteriaStatus fc, TimeStep tStep)

Static Public Member Functions
static void	giveGeneralizedStrainComponents (FloatArray genEps, FloatArray &dphidxi1, FloatArray &dphidxi2, FloatArray &dmdxi1, FloatArray &dmdxi2, FloatArray &m, double &dgamdxi1, double &dgamdxi2, double &gam)

static void	giveDualBase (FloatMatrix &base1, FloatMatrix &base2)

Protected Types
enum	stressRecoveryType { copyIPvalue, LSfit, L2fit }

Protected Member Functions
virtual Interface *	giveInterface (InterfaceType it)
	Interface requesting service. More...

virtual const IntArray &	giveOrderingDofTypes () const =0

virtual const IntArray &	giveOrderingNodes () const =0

virtual const IntArray &	giveOrderingEdgeNodes () const =0

FloatArray &	giveInitialNodeDirector (int i)

FloatArray &	giveInitialSolutionVector ()

FloatArray &	giveInitialEdgeSolutionVector (int i)

virtual void	computeGaussPoints ()=0
	Initializes the array of integration rules member variable. More...

virtual double	computeVolumeAroundLayer (GaussPoint *mastergp, int layer)=0

virtual double	computeAreaAround (GaussPoint *gp, double xi)=0

virtual void	giveSurfaceDofMapping (IntArray &answer, int iSurf) const =0
	Assembles surface dof mapping mask, which provides mapping between surface local DOFs and "global" element DOFs. More...

virtual void	giveEdgeDofMapping (IntArray &answer, int iEdge) const =0
	Assembles edge dof mapping mask, which provides mapping between edge local DOFs and "global" element DOFs. More...

virtual IRResultType	initializeFrom (InputRecord *ir)
	Initializes receiver according to object description stored in input record. More...

virtual double	edgeComputeLengthAround (GaussPoint *gp, const int iedge)

virtual void	setupInitialNodeDirectors ()

void	evalInitialDirectorAt (const FloatArray &lCoords, FloatArray &answer)

void	evalInitialContravarBaseVectorsAt (const FloatArray &lCoords, FloatMatrix &Gcon)

virtual void	evalCovarBaseVectorsAt (const FloatArray &lCoords, FloatMatrix &gcov, FloatArray &genEps, TimeStep *tStep)

virtual void	evalCovarNormalAt (FloatArray &nCov, const FloatArray &lCoords, FloatArray &genEpsC, TimeStep *tStep)

virtual void	evalInitialCovarNormalAt (FloatArray &nCov, const FloatArray &lCoords)

void	edgeEvalInitialDirectorAt (const FloatArray &lCoords, FloatArray &answer, const int iEdge)

void	edgeEvalInitialCovarBaseVectorsAt (const FloatArray &lCoords, const int iedge, FloatArray &G1, FloatArray &G3)

void	edgeEvalCovarBaseVectorsAt (const FloatArray &lCoords, const int iedge, FloatMatrix &gcov, TimeStep *tStep)

virtual double	giveGlobalZcoord (const FloatArray &lCoords)

virtual double	giveGlobalZcoordInLayer (double xi, int layer)

FloatMatrix	giveAxialMatrix (const FloatArray &vec)

void	computeFAt (const FloatArray &lCoords, FloatMatrix &answer, FloatArray &genEps, TimeStep *tStep)

void	computeStressMatrix (FloatMatrix &answer, FloatArray &genEps, GaussPoint gp, Material mat, TimeStep *tStep)

virtual void	computeCauchyStressVector (FloatArray &answer, GaussPoint gp, TimeStep tStep)

virtual void	computeLumpedMassMatrix (FloatMatrix &answer, TimeStep *tStep)
	Computes lumped mass matrix of receiver. More...

virtual void	computeMassMatrix (FloatMatrix &answer, TimeStep *tStep)
	Computes mass matrix of receiver. More...

virtual void	computeMassMatrixNum (FloatMatrix &answer, TimeStep *tStep)

virtual void	giveMassFactorsAt (GaussPoint *gp, FloatArray &answer, double &gam)

void	computeConvectiveMassForce (FloatArray &answer, TimeStep *tStep)

void	computeThicknessMappingCoeff (GaussPoint *gp, FloatArray &answer)

virtual void	computeStiffnessMatrix (FloatMatrix &answer, MatResponseMode rMode, TimeStep *tStep)
	Computes the stiffness matrix of receiver. More...

virtual void	computeBulkTangentMatrix (FloatMatrix &answer, FloatArray &solVec, TimeStep *tStep)

void	computeLinearizedStiffness (GaussPoint gp, StructuralMaterial mat, TimeStep *tStep, FloatMatrix A[3][3])

void	computePressureTangentMatrix (FloatMatrix &answer, Load load, const int iSurf, TimeStep tStep)

void	computeLambdaGMatrices (FloatMatrix lambda[3], FloatArray &genEps, double zeta)

void	computeLambdaNMatrix (FloatMatrix &lambda, FloatArray &genEps, double zeta)

virtual void	giveInternalForcesVector (FloatArray &answer, TimeStep *tStep, int useUpdatedGpRecord=0)
	Evaluates nodal representation of real internal forces. More...

void	computeSectionalForces (FloatArray &answer, TimeStep *tStep, FloatArray &solVec, int useUpdatedGpRecord=0)

void	computeSectionalForcesAt (FloatArray &sectionalForces, IntegrationPoint ip, Material mat, TimeStep *tStep, FloatArray &genEpsC, double zeta)

virtual void	computeBodyLoadVectorAt (FloatArray &answer, Load forLoad, TimeStep tStep, ValueModeType mode)
	Computes the load vector due to body load acting on receiver, at given time step. More...

void	computePressureForce (FloatArray &answer, FloatArray solVec, const int iSurf, BoundaryLoad surfLoad, TimeStep tStep, ValueModeType mode)

void	computePressureForceAt (GaussPoint gp, FloatArray &answer, const int iSurf, FloatArray genEps, BoundaryLoad surfLoad, TimeStep *tStep, ValueModeType mode)

virtual void	computeTractionForce (FloatArray &answer, const int iedge, BoundaryLoad edgeLoad, TimeStep tStep, ValueModeType mode, bool map2elementDOFs=false)

void	computeVectorOfDofIDs (const IntArray &dofIdArray, ValueModeType u, TimeStep *tStep, FloatArray &answer)

void	temp_computeBoundaryVectorOf (IntArray &dofIdArray, int boundary, ValueModeType u, TimeStep *tStep, FloatArray &answer)

virtual void	edgeGiveUpdatedSolutionVector (FloatArray &answer, const int iedge, TimeStep *tStep)

void	setupInitialSolutionVector ()

void	setupInitialEdgeSolutionVector ()

void	giveUpdatedSolutionVector (FloatArray &answer, TimeStep *tStep)

void	giveUnknownsAt (const FloatArray &lcoords, FloatArray &solVec, FloatArray &x, FloatArray &m, double &gam, TimeStep *tStep)

virtual void	NodalAveragingRecoveryMI_computeNodalValue (FloatArray &answer, int node, InternalStateType type, TimeStep *tStep)
	Computes the element value in given node. More...

virtual void	NodalAveragingRecoveryMI_computeSideValue (FloatArray &answer, int side, InternalStateType type, TimeStep *tStep)

virtual void	ZZNodalRecoveryMI_ComputeEstimatedInterpolationMtrx (FloatArray &answer, GaussPoint *gp, InternalStateType type)

void	NodalRecoveryMI_computeNValProduct (FloatMatrix &answer, int layer, InternalStateType type, TimeStep *tStep)

void	NodalRecoveryMI_computeNNMatrix (FloatArray &answer, int layer, InternalStateType type)

void	NodalRecoveryMI_recoverValues (std::vector< FloatArray > &recoveredValues, int layer, InternalStateType type, TimeStep *tStep)

virtual void	vtkEvalInitialGlobalCoordinateAt (const FloatArray &localCoords, int layer, FloatArray &globalCoords)

virtual void	vtkEvalUpdatedGlobalCoordinateAt (const FloatArray &localCoords, int layer, FloatArray &globalCoords, TimeStep *tStep)

virtual void	vtkEvalInitialGlobalCZCoordinateAt (const FloatArray &localCoords, int interface, FloatArray &globalCoords)

virtual void	giveCompositeExportData (std::vector< VTKPiece > &vtkPieces, IntArray &primaryVarsToExport, IntArray &internalVarsToExport, IntArray cellVarsToExport, TimeStep *tStep)

virtual void	giveShellExportData (VTKPiece &vtkPiece, IntArray &primaryVarsToExport, IntArray &internalVarsToExport, IntArray cellVarsToExport, TimeStep *tStep)

void	giveFictiousNodeCoordsForExport (std::vector< FloatArray > &nodes, int layer)

void	giveFictiousCZNodeCoordsForExport (std::vector< FloatArray > &nodes, int interface)

void	giveFictiousUpdatedNodeCoordsForExport (std::vector< FloatArray > &nodes, int layer, TimeStep *tStep)

virtual void	giveRecoveredTransverseInterfaceStress (std::vector< FloatMatrix > &transverseStress, TimeStep *tStep)

void	giveTractionBC (FloatMatrix &tractionTop, FloatMatrix &tractionBtm, TimeStep *tStep)

void	recoverValuesFromIP (std::vector< FloatArray > &nodes, int layer, InternalStateType type, TimeStep *tStep, stressRecoveryType SRtype=copyIPvalue)

void	CopyIPvaluesToNodes (std::vector< FloatArray > &recoveredValues, int layer, InternalStateType type, TimeStep *tStep)

void	nodalLeastSquareFitFromIP (std::vector< FloatArray > &recoveredValues, int layer, InternalStateType type, TimeStep *tStep)

virtual void	recoverShearStress (TimeStep *tStep)

void	giveLayerContributionToSR (FloatMatrix &dSmat, FloatMatrix &dSmatLayerIP, int layer, double zeroThicknessLevel, TimeStep *tStep)

void	fitRecoveredStress2BC (std::vector< FloatMatrix > &answer1, std::vector< FloatMatrix > &answer2, std::vector< FloatMatrix > &dSmat, std::vector< FloatMatrix > &dSmatIP, FloatMatrix &SmatOld, FloatMatrix &tractionBtm, FloatMatrix &tractionTop, double zeroThicknessLevel, FloatArray fulfillBC, int startLayer, int endLayer)

void	updateLayerTransvStressesSR (FloatMatrix &dSmatLayerIP, int layer)

void	updateLayerTransvShearStressesSR (FloatMatrix &dSmatLayerIP, FloatMatrix &SmatOld, int layer)

void	updateLayerTransvNormalStressSR (FloatMatrix &dSzzMatLayerIP, FloatArray &SzzMatOld, int layer)

void	giveZintegratedPolynomialGradientForStressRecAt (FloatArray &answer, FloatArray &coords)

void	giveZ2integratedPolynomial2GradientForStressRecAt (FloatArray &answer, FloatArray &coords)

void	giveL2contribution (FloatMatrix &ipValues, FloatMatrix &Nbar, int layer, InternalStateType type, TimeStep *tStep)

void	giveSPRcontribution (FloatMatrix &eltIPvalues, FloatMatrix &eltPolynomialValues, int layer, InternalStateType type, TimeStep *tStep)

virtual void	computeBmatrixAt (GaussPoint *gp, FloatMatrix &answer, int li=1, int ui=ALL_STRAINS)
	Computes the geometrical matrix of receiver in given integration point. More...

virtual void	computeBmatrixAt (const FloatArray &lCoords, FloatMatrix &answer, int li=1, int ui=ALL_STRAINS)

virtual void	computeNmatrixAt (const FloatArray &iLocCoords, FloatMatrix &answer)
	Computes interpolation matrix for element unknowns. More...

virtual void	edgeComputeNmatrixAt (const FloatArray &lCoords, FloatMatrix &answer)

virtual void	computeStrainVectorInLayer (FloatArray &answer, const FloatArray &masterGpStrain, GaussPoint masterGp, GaussPoint slaveGp, TimeStep *tStep)
	Computes full 3D strain vector in element layer. More...

virtual void	edgeComputeBmatrixAt (const FloatArray &lCoords, FloatMatrix &answer, int li=1, int ui=ALL_STRAINS)

FloatArray	convV6ToV9Stress (const FloatArray &V6)

virtual int	giveIPValue (FloatArray &answer, GaussPoint gp, InternalStateType type, TimeStep tStep)
	Returns the integration point corresponding value in full form. More...

void	computeInterLaminarStressesAt (int interfaceNum, TimeStep *tStep, std::vector< FloatArray > &interLamStresses)

virtual void	evaluateFailureCriteriaQuantities (FailureCriteriaStatus fc, TimeStep tStep)

int	giveSymVoigtIndex (int ind1, int ind2)

int	giveVoigtIndex (int ind1, int ind2)

Protected Member Functions inherited from oofem::NLStructuralElement
virtual void	computeBHmatrixAt (GaussPoint *gp, FloatMatrix &answer)
	Computes a matrix which, multiplied by the column matrix of nodal displacements, gives the displacement gradient stored by columns. More...

Protected Member Functions inherited from oofem::StructuralElement
virtual int	giveNumberOfIPForMassMtrxIntegration ()
	Return desired number of integration points for consistent mass matrix computation, if required. More...

void	condense (FloatMatrix stiff, FloatMatrix mass, FloatArray load, IntArray what)
	General service for condensation of stiffness and optionally load vector and mass or initial stress matrices of receiver. More...

virtual void	setupIRForMassMtrxIntegration (IntegrationRule &iRule)
	Setup Integration Rule Gauss Points for Mass Matrix integration. More...

virtual void	computePointLoadVectorAt (FloatArray &answer, Load load, TimeStep tStep, ValueModeType mode, bool global=true)
	Computes point load vector contribution of receiver for given load (should has BoundaryLoad Base). More...

virtual IntegrationRule *	GetSurfaceIntegrationRule (int order)

virtual double	computeEdgeVolumeAround (GaussPoint *gp, int iEdge)
	Computes volume related to integration point on local edge. More...

virtual double	computeSurfaceVolumeAround (GaussPoint *gp, int iSurf)
	Computes volume related to integration point on local surface. More...

virtual int	computeLoadGToLRotationMtrx (FloatMatrix &answer)
	Returns transformation matrix from global coordinate system to local element coordinate system for element load vector components. More...

virtual int	computeLoadLEToLRotationMatrix (FloatMatrix &answer, int iEdge, GaussPoint *gp)
	Returns transformation matrix from local edge c.s to element local coordinate system of load vector components. More...

virtual int	computeLoadLSToLRotationMatrix (FloatMatrix &answer, int iSurf, GaussPoint *gp)
	Returns transformation matrix from local surface c.s to element local coordinate system of load vector components. More...

Protected Attributes
bool	recoverStress

LayeredCrossSection *	layeredCS

FEInterpolation3d *	fei

std::vector< FloatArray >	initialNodeDirectors

FloatArray	initialSolutionVector

std::vector< FloatArray >	initialEdgeSolutionVectors

int	numInPlaneIP

std::vector< std::vector< int > >	voigtIndices

Protected Attributes inherited from oofem::NLStructuralElement
int	nlGeometry
	Flag indicating if geometrical nonlinearities apply. More...

Protected Attributes inherited from oofem::StructuralElement
std::unique_ptr< FloatArray >	initialDisplacements
	Initial displacement vector, describes the initial nodal displacements when element has been casted. More...

Protected Attributes inherited from oofem::Element
int	numberOfDofMans
	Number of dofmanagers. More...

IntArray	dofManArray
	Array containing dofmanager numbers. More...

int	material
	Number of associated material. More...

int	crossSection
	Number of associated cross section. More...

IntArray	bodyLoadArray
	Array containing indexes of loads (body loads and boundary loads are kept separately), that apply on receiver. More...

IntArray	boundaryLoadArray

std::vector< std::unique_ptr< IntegrationRule > >	integrationRulesArray
	List of integration rules of receiver (each integration rule contains associated integration points also). More...

FloatMatrix	elemLocalCS
	Transformation material matrix, used in orthotropic and anisotropic materials, global->local transformation. More...

int	activityTimeFunction
	Element activity time function. If defined, nonzero value indicates active receiver, zero value inactive element. More...

int	globalNumber
	In parallel mode, globalNumber contains globally unique DoFManager number. More...

int	numberOfGaussPoints
	Number of integration points as specified by nip. More...

elementParallelMode	parallel_mode
	Determines the parallel mode of the element. More...

IntArray	partitions
	List of partition sharing the shared element or remote partition containing remote element counterpart. More...

Protected Attributes inherited from oofem::FEMComponent
int	number
	Component number. More...

Domain *	domain
	Link to domain object, useful for communicating with other FEM components. More...

Static Protected Attributes
static FEI3dTrQuad	interpolationForCZExport

static FEI3dWedgeQuad	interpolationForExport

Detailed Description

This class represent a 7 parameter shell element.

Each node has 7 degrees of freedom (displ. vec., director vec., inhomogeneous thickness strain ).

Todo:: Add ref. to paper!

Author: Jim Brouzoulis

Date: 2012-11-01

Definition at line 68 of file shell7base.h.

Member Enumeration Documentation

enum oofem::Shell7Base::stressRecoveryType

protected

Enumerator
copyIPvalue
LSfit
L2fit

Definition at line 250 of file shell7base.h.

Constructor & Destructor Documentation

oofem::Shell7Base::Shell7Base	(	int	n,
		Domain *	d
	)

Definition at line 58 of file shell7base.C.

virtual oofem::Shell7Base::~Shell7Base ( )

inlinevirtual

Definition at line 73 of file shell7base.h.

References computeGlobalCoordinates(), computeGlobalCoordinatesOnEdge(), and giveDofManDofIDMask().

Member Function Documentation

int oofem::Shell7Base::checkConsistency ( )

virtual

Performs consistency check.

This method is called at startup for all elements in particular domain. This method is intended to check data compatibility. Particular element types should test if compatible material and crossSection both with required capabilities are specified. Derived classes should provide their own analysis specific tests. Some printed input if incompatibility is found should be provided (error or warning member functions). Method can be also used to initialize some variables, since this is invoked after all domain components are instanciated.

Returns: Zero value if check fail, otherwise nonzero.

Reimplemented from oofem::NLStructuralElement.

Reimplemented in oofem::Shell7BaseXFEM.

Definition at line 75 of file shell7base.C.

References oofem::NLStructuralElement::checkConsistency(), fei, layeredCS, and OOFEM_ERROR.

Referenced by oofem::Shell7BaseXFEM::checkConsistency(), and computeNumberOfDofs().

virtual double oofem::Shell7Base::computeAreaAround	(	GaussPoint *	gp,
		double	xi
	)

protectedpure virtual

Implemented in oofem::Tr2Shell7, and oofem::Tr2Shell7XFEM.

Referenced by oofem::Shell7BaseXFEM::computeCohesiveForces(), oofem::Shell7BaseXFEM::computeCohesiveTangentAt(), computeConvectiveMassForce(), computeMassMatrix(), computePressureForce(), and computePressureTangentMatrix().

virtual void oofem::Shell7Base::computeBmatrixAt	(	GaussPoint *	gp,
		FloatMatrix &	answer,
		int	lowerIndx = `1`,
		int	upperIndx = `ALL_STRAINS`
	)

inlineprotectedvirtual

Computes the geometrical matrix of receiver in given integration point.

The product of this matrix (assembled at given integration point) and element displacement vector is element strain vector. If lowerIndx and upperIndx parameters are specified, answer is formed only for strains within this interval. This will affects the size of answer.

Parameters

gp	Integration point for which answer is computed.
answer	Geometric matrix of receiver.
lowerIndx	If specified, answer is formed only for strain with index equal and greater than lowerIndx. This parameter has default value 1 (answer is formed from first strain).
upperIndx	If specified, answer is formed only for strain with index less and equal than upperIndx. This parameter has default value ALL_STRAINS (answer is formed for all strains).

Implements oofem::StructuralElement.

Definition at line 272 of file shell7base.h.

References ALL_STRAINS, oofem::FloatMatrix::clear(), computeNmatrixAt(), and edgeComputeNmatrixAt().

Referenced by computeBulkTangentMatrix(), computeCauchyStressVector(), oofem::Shell7BaseXFEM::computeCohesiveForces(), oofem::Shell7BaseXFEM::computeEnrichedBmatrixAt(), computeMassMatrixNum(), computePressureForce(), computePressureTangentMatrix(), oofem::Shell7BaseXFEM::computePressureTangentMatrixDis(), computeSectionalForces(), oofem::Shell7BaseXFEM::computeStiffnessMatrix(), computeThicknessMappingCoeff(), and oofem::Shell7BaseXFEM::discComputeStiffness().

void oofem::Shell7Base::computeBmatrixAt	(	const FloatArray &	lCoords,
		FloatMatrix &	answer,
		int	li = `1`,
		int	ui = `ALL_STRAINS`
	)

protectedvirtual

Definition at line 1721 of file shell7base.C.

References oofem::FloatArray::at(), oofem::FloatMatrix::at(), oofem::FEInterpolation::evaldNdxi(), oofem::FEInterpolation::evalN(), fei, oofem::Element::giveNumberOfDofManagers(), giveNumberOfDofs(), N, oofem::FloatMatrix::resize(), and oofem::FloatMatrix::zero().

void oofem::Shell7Base::computeBodyLoadVectorAt	(	FloatArray &	answer,
		Load *	load,
		TimeStep *	tStep,
		ValueModeType	mode
	)

protectedvirtual

Computes the load vector due to body load acting on receiver, at given time step.

Default implementation computes body load vector numerically as $l=\int_V N^{\mathrm{T}} f \rho\;\mathrm{d}V$ using default integration rule. Result is transformed to global c.s.

Parameters

answer	Computed load vector due to body load
load	Body load which contribution is computed.
tStep	Time step.
mode	determines the response mode

Reimplemented from oofem::StructuralElement.

Definition at line 1330 of file shell7base.C.

References OOFEM_ERROR.

void oofem::Shell7Base::computeBoundaryEdgeLoadVector	(	FloatArray &	answer,
		BoundaryLoad *	load,
		int	edge,
		CharType	type,
		ValueModeType	mode,
		TimeStep *	tStep,
		bool	global
	)

virtual

Computes the contribution of the given load at the given boundary edge.

In general, the answer should include only relevant DOFs at the edge. The related is giveBoundaryLocationArray method, which should return corresponding code numbers..

Note: Elements which do not have an contribution should resize the vector to be empty.

Parameters

answer	Requested contribution of load (in Global c.s.).
load	Load to compute contribution from.
edge	Edge number.
type	Type of the contribution.
mode	Determines mode of answer.
tStep	Time step when answer is computed.
global	if true (default) then contribution is in global c.s., when false then contribution is in element local c.s.

Todo:: Change the load type to "BoundaryEdgeLoad" maybe?

Reimplemented from oofem::StructuralElement.

Reimplemented in oofem::Shell7BaseXFEM.

Definition at line 1120 of file shell7base.C.

References oofem::FloatArray::clear(), and computeTractionForce().

Referenced by giveLayeredCS().

void oofem::Shell7Base::computeBulkTangentMatrix	(	FloatMatrix &	answer,
		FloatArray &	solVec,
		TimeStep *	tStep
	)

protectedvirtual

void oofem::Shell7Base::computeCauchyStressVector	(	FloatArray &	answer,
		GaussPoint *	gp,
		TimeStep *	tStep
	)

protectedvirtual

Definition at line 737 of file shell7base.C.

References oofem::FloatMatrix::beMatrixFormOfStress(), oofem::FloatArray::beProductOf(), oofem::FloatMatrix::beProductOf(), oofem::FloatMatrix::beProductTOf(), oofem::FloatArray::beSymVectorForm(), computeBmatrixAt(), computeFAt(), oofem::FloatMatrix::giveDeterminant(), giveIPValue(), oofem::GaussPoint::giveNaturalCoordinates(), giveUpdatedSolutionVector(), S, and oofem::FloatMatrix::times().

Referenced by giveIPValue().

void oofem::Shell7Base::computeConvectiveMassForce	(	FloatArray &	answer,
		TimeStep *	tStep
	)

protected

Todo:: : very old version should be checked

Todo:: replace with triangle which has a xi3-coord

Todo:: fix this method

Definition at line 1052 of file shell7base.C.

References oofem::FloatArray::at(), oofem::FloatArray::beProductOf(), computeAreaAround(), computeNmatrixAt(), computeThicknessMappingCoeff(), oofem::CS_Thickness, oofem::FEMComponent::domain, oofem::FloatArray::dotProduct(), oofem::Material::give(), oofem::CrossSection::give(), oofem::Element::giveCrossSection(), oofem::LayeredCrossSection::giveLayerMaterial(), oofem::Domain::giveMaterial(), giveUpdatedSolutionVector(), layeredCS, N, oofem::FloatArray::plusProduct(), oofem::FloatArray::resize(), oofem::GaussIntegrationRule::SetUpPointsOnWedge(), and oofem::FloatArray::zero().

void oofem::Shell7Base::computeFAt	(	const FloatArray &	lCoords,
		FloatMatrix &	answer,
		FloatArray &	genEps,
		TimeStep *	tStep
	)

protected

Definition at line 715 of file shell7base.C.

References oofem::FloatMatrix::beProductTOf(), evalCovarBaseVectorsAt(), and evalInitialContravarBaseVectorsAt().

Referenced by computeCauchyStressVector(), oofem::Shell7BaseXFEM::computeCohesiveForces(), computeStressMatrix(), oofem::Shell7BaseXFEM::giveRecoveredTransverseInterfaceStress(), and oofem::Shell7BaseXFEM::recoverShearStress().

virtual void oofem::Shell7Base::computeGaussPoints ( )

protectedpure virtual

Initializes the array of integration rules member variable.

Element can have multiple integration rules for different tasks. For example structural element family class uses this feature to implement transparent support for reduced and selective integration of some strain components. Must be defined by terminator classes.

See also: IntegrationRule

Reimplemented from oofem::Element.

Implemented in oofem::Tr2Shell7, and oofem::Tr2Shell7XFEM.

int oofem::Shell7Base::computeGlobalCoordinates	(	FloatArray &	answer,
		const FloatArray &	lcoords
	)

virtual

Computes the global coordinates from given element's local coordinates.

Parameters

answer	Requested global coordinates.
lcoords	Local coordinates.

Returns: Nonzero if successful, zero otherwise.

Reimplemented from oofem::Element.

Definition at line 158 of file shell7base.C.

References oofem::FloatArray::add(), oofem::FloatArray::at(), oofem::FloatArray::clear(), oofem::FEInterpolation::evalN(), fei, oofem::Node::giveCoordinates(), giveGlobalZcoord(), giveInitialNodeDirector(), oofem::Element::giveNode(), oofem::Element::giveNumberOfDofManagers(), and N.

Referenced by oofem::Shell7BaseXFEM::computeEnrichedNmatrixAt(), oofem::Shell7BaseXFEM::edgeComputeEnrichedBmatrixAt(), and ~Shell7Base().

int oofem::Shell7Base::computeGlobalCoordinatesOnEdge	(	FloatArray &	answer,
		const FloatArray &	lcoords,
		const int	iEdge
	)

virtual

Definition at line 183 of file shell7base.C.

Referenced by ~Shell7Base().

void oofem::Shell7Base::computeInterLaminarStressesAt	(	int	interfaceNum,
		TimeStep *	tStep,
		std::vector< FloatArray > &	interLamStresses
	)

protected

Definition at line 3201 of file shell7base.C.

References oofem::IntArray::at(), oofem::FloatMatrix::beMatrixFormOfStress(), oofem::FloatArray::beProductOf(), evalInitialCovarNormalAt(), oofem::IntegrationRule::getIntegrationPoint(), oofem::Element::giveIntegrationRule(), giveIPValue(), oofem::GaussPoint::giveNaturalCoordinates(), oofem::IntArray::giveSize(), oofem::FloatArray::giveSize(), oofem::LayeredIntegrationRule::lowerInterfacePoints, and oofem::LayeredIntegrationRule::upperInterfacePoints.

Referenced by computeStrainVectorInLayer().

void oofem::Shell7Base::computeLambdaGMatrices	(	FloatMatrix	lambda[3],
		FloatArray &	genEps,
		double	zeta
	)

protected

Definition at line 460 of file shell7base.C.

References oofem::FloatMatrix::at(), giveGeneralizedStrainComponents(), oofem::FloatMatrix::resize(), oofem::FloatMatrix::setColumn(), oofem::FloatMatrix::setSubMatrix(), oofem::FloatMatrix::times(), and oofem::FloatMatrix::zero().

Referenced by computeBulkTangentMatrix(), computePressureTangentMatrix(), oofem::Shell7BaseXFEM::computePressureTangentMatrixDis(), computeSectionalForcesAt(), oofem::Shell7BaseXFEM::discComputeBulkTangentMatrix(), and oofem::Shell7BaseXFEM::discComputeStiffness().

void oofem::Shell7Base::computeLambdaNMatrix	(	FloatMatrix &	lambda,
		FloatArray &	genEps,
		double	zeta
	)

protected

Definition at line 509 of file shell7base.C.

References oofem::FloatArray::at(), oofem::FloatMatrix::at(), oofem::FloatMatrix::resize(), oofem::FloatMatrix::setColumn(), and oofem::FloatMatrix::zero().

Referenced by computeMassMatrixNum(), computePressureForce(), computePressureTangentMatrix(), and oofem::Shell7BaseXFEM::computePressureTangentMatrixDis().

void oofem::Shell7Base::computeLinearizedStiffness	(	GaussPoint *	gp,
		StructuralMaterial *	mat,
		TimeStep *	tStep,
		FloatMatrix	A[3][3]
	)

protected

Definition at line 585 of file shell7base.C.

References oofem::FloatMatrix::at(), oofem::FloatMatrix::beTranspositionOf(), evalInitialContravarBaseVectorsAt(), oofem::StructuralMaterial::give3dMaterialStiffnessMatrix_dPdF(), oofem::GaussPoint::giveNaturalCoordinates(), giveVoigtIndex(), oofem::FloatMatrix::resize(), and oofem::FloatMatrix::zero().

Referenced by computeBulkTangentMatrix(), oofem::Shell7BaseXFEM::computeStiffnessMatrix(), and oofem::Shell7BaseXFEM::OLDcomputeStiffnessMatrix().

void oofem::Shell7Base::computeLumpedMassMatrix	(	FloatMatrix &	answer,
		TimeStep *	tStep
	)

protectedvirtual

Computes lumped mass matrix of receiver.

Default implementation returns lumped consistent mass matrix. Then returns lumped mass transformed into nodal coordinate system. The lumping procedure zeroes all off-diagonal members and zeroes also all diagonal members corresponding to non-displacement DOFs. Such diagonal matrix is then rescaled, to preserve the element mass. Requires the computeNmatrixAt and giveMassMtrxIntegrationgMask services to be implemented.

Parameters

answer	Lumped mass matrix.
tStep	Time step.

Reimplemented from oofem::StructuralElement.

Definition at line 902 of file shell7base.C.

References OOFEM_ERROR.

void oofem::Shell7Base::computeMassMatrix	(	FloatMatrix &	answer,
		TimeStep *	tStep
	)

protectedvirtual

Computes mass matrix of receiver.

Default implementation returns consistent mass matrix and uses numerical integration. Returns result of this->computeConsistentMassMatrix service, transformed into nodal coordinate system. Requires the computeNmatrixAt and giveMassMtrxIntegrationgMask services to be implemented.

Parameters

answer	Mass matrix.
tStep	Time step.

Todo:: replce with triangle which has a xi3-coord

Todo:: : Should be changed to integration over the layers and use the corresponding material

Reimplemented from oofem::StructuralElement.

Definition at line 910 of file shell7base.C.

void oofem::Shell7Base::computeMassMatrixNum	(	FloatMatrix &	answer,
		TimeStep *	tStep
	)

protectedvirtual

void oofem::Shell7Base::computeNmatrixAt	(	const FloatArray &	iLocCoord,
		FloatMatrix &	answer
	)

protectedvirtual

Computes interpolation matrix for element unknowns.

The order and meaning of unknowns is element dependent.

Parameters

iLocCoord	Local coordinates.
answer	Interpolation matrix evaluated at gp.

Reimplemented from oofem::StructuralElement.

Definition at line 1777 of file shell7base.C.

References oofem::FloatArray::at(), oofem::FloatMatrix::at(), oofem::FEInterpolation::evalN(), fei, oofem::Element::giveNumberOfDofManagers(), giveNumberOfDofs(), N, oofem::FloatMatrix::resize(), and oofem::FloatMatrix::zero().

Referenced by computeBmatrixAt(), computeConvectiveMassForce(), oofem::Shell7BaseXFEM::computeEnrichedNmatrixAt(), computeMassMatrix(), oofem::Shell7BaseXFEM::computeMassMatrixNum(), computeMassMatrixNum(), computePressureForce(), computePressureTangentMatrix(), oofem::Shell7BaseXFEM::computePressureTangentMatrixDis(), and giveUnknownsAt().

virtual int oofem::Shell7Base::computeNumberOfDofs ( )

inlinevirtual

Computes or simply returns total number of element's local DOFs.

Must be defined by particular element.

Returns: Number of local DOFs of element.

Reimplemented from oofem::Element.

Definition at line 77 of file shell7base.h.

References checkConsistency(), giveNumberOfDofs(), postInitialize(), and printOutputAt().

Referenced by oofem::Shell7BaseXFEM::computeBoundaryEdgeLoadVector(), and computeMassMatrix().

void oofem::Shell7Base::computePressureForce	(	FloatArray &	answer,
		FloatArray	solVec,
		const int	iSurf,
		BoundaryLoad *	surfLoad,
		TimeStep *	tStep,
		ValueModeType	mode
	)

protected

void oofem::Shell7Base::computePressureForceAt	(	GaussPoint *	gp,
		FloatArray &	answer,
		const int	iSurf,
		FloatArray	genEps,
		BoundaryLoad *	surfLoad,
		TimeStep *	tStep,
		ValueModeType	mode
	)

protected

Definition at line 1202 of file shell7base.C.

References oofem::FloatArray::assemble(), oofem::FloatArray::at(), oofem::FloatArray::beColumnOf(), oofem::FloatArray::beVectorProductOf(), oofem::BoundaryLoad::computeValueAt(), evalCovarBaseVectorsAt(), oofem::GaussPoint::giveNaturalCoordinate(), OOFEM_ERROR, oofem::FloatArray::resize(), oofem::FloatArray::times(), and oofem::FloatArray::zero().

Referenced by computePressureForce().

void oofem::Shell7Base::computePressureTangentMatrix	(	FloatMatrix &	answer,
		Load *	load,
		const int	iSurf,
		TimeStep *	tStep
	)

protected

void oofem::Shell7Base::computeSectionalForces	(	FloatArray &	answer,
		TimeStep *	tStep,
		FloatArray &	solVec,
		int	useUpdatedGpRecord = `0`
	)

protected

void oofem::Shell7Base::computeSectionalForcesAt	(	FloatArray &	sectionalForces,
		IntegrationPoint *	ip,
		Material *	mat,
		TimeStep *	tStep,
		FloatArray &	genEpsC,
		double	zeta
	)

protected

Definition at line 833 of file shell7base.C.

References oofem::FloatArray::beColumnOf(), oofem::FloatMatrix::beProductOf(), oofem::FloatArray::clear(), computeLambdaGMatrices(), computeStressMatrix(), evalInitialContravarBaseVectorsAt(), oofem::GaussPoint::giveNaturalCoordinates(), and oofem::FloatArray::plusProduct().

Referenced by computeSectionalForces().

void oofem::Shell7Base::computeStiffnessMatrix	(	FloatMatrix &	answer,
		MatResponseMode	rMode,
		TimeStep *	tStep
	)

protectedvirtual

Computes the stiffness matrix of receiver.

The response is evaluated using $\int B_{\mathrm{H}}^{\mathrm{T}} D B_{\mathrm{H}} \;\mathrm{d}v$ , where $B_{\mathrm{H}}$ is the B-matrix which produces the displacement gradient vector $H_{\mathrm{V}}$ when multiplied with the solution vector a. Reduced integration are taken into account.

Parameters

answer	Computed stiffness matrix.
rMode	Response mode.
tStep	Time step.

Todo:: We probably need overloaded function (like above) here as well.

Todo:: We probably need overloaded function (like above) here as well.

Todo:: Verify that it works with large deformations

Reimplemented from oofem::NLStructuralElement.

Reimplemented in oofem::Shell7BaseXFEM.

Definition at line 433 of file shell7base.C.

References oofem::FloatMatrix::add(), oofem::IntArray::at(), oofem::Element::boundaryLoadArray, computeBulkTangentMatrix(), computePressureTangentMatrix(), oofem::FEMComponent::domain, oofem::Domain::giveLoad(), oofem::IntArray::giveSize(), and giveUpdatedSolutionVector().

virtual void oofem::Shell7Base::computeStrainVectorInLayer	(	FloatArray &	answer,
		const FloatArray &	masterGpStrain,
		GaussPoint *	masterGp,
		GaussPoint *	slaveGp,
		TimeStep *	tStep
	)

inlineprotectedvirtual

Computes full 3D strain vector in element layer.

This function is necessary if layered cross section is specified..

Parameters

answer	Full layer strain vector.
masterGpStrain	Generalized strain at master gauss point.
masterGp	Element integration point.
slaveGp	Slave integration point representing particular layer.
tStep	Time step.

Implements oofem::LayeredCrossSectionInterface.

Definition at line 278 of file shell7base.h.

References ALL_STRAINS, computeInterLaminarStressesAt(), convV6ToV9Stress(), edgeComputeBmatrixAt(), evaluateFailureCriteriaQuantities(), giveIPValue(), giveSymVoigtIndex(), giveVoigtIndex(), and OOFEM_ERROR.

void oofem::Shell7Base::computeStressMatrix	(	FloatMatrix &	answer,
		FloatArray &	genEps,
		GaussPoint *	gp,
		Material *	mat,
		TimeStep *	tStep
	)

protected

Definition at line 725 of file shell7base.C.

References oofem::FloatMatrix::beMatrixForm(), oofem::FloatArray::beVectorForm(), computeFAt(), and oofem::GaussPoint::giveNaturalCoordinates().

Referenced by oofem::Shell7BaseXFEM::computeSectionalForcesAt(), and computeSectionalForcesAt().

void oofem::Shell7Base::computeThicknessMappingCoeff	(	GaussPoint *	gp,
		FloatArray &	answer
	)

protected

Definition at line 865 of file shell7base.C.

References oofem::FloatArray::add(), oofem::FloatArray::at(), oofem::FloatArray::beProductOf(), oofem::FloatArray::beVectorProductOf(), computeBmatrixAt(), oofem::FloatArray::computeNorm(), oofem::FloatArray::dotProduct(), oofem::FEInterpolation::evaldNdxi(), fei, giveGeneralizedStrainComponents(), giveInitialSolutionVector(), oofem::GaussPoint::giveNaturalCoordinates(), and oofem::FloatArray::resize().

Referenced by computeConvectiveMassForce(), and giveMassFactorsAt().

void oofem::Shell7Base::computeTractionForce	(	FloatArray &	answer,
		const int	iedge,
		BoundaryLoad *	edgeLoad,
		TimeStep *	tStep,
		ValueModeType	mode,
		bool	map2elementDOFs = `false`
	)

protectedvirtual

Definition at line 1267 of file shell7base.C.

References oofem::FloatArray::assemble(), oofem::FloatArray::at(), oofem::FloatArray::beTProductOf(), oofem::FloatMatrix::beTranspositionOf(), oofem::BoundaryLoad::computeValueAt(), oofem::Load::CST_Global, oofem::Load::CST_UpdatedGlobal, edgeComputeLengthAround(), edgeComputeNmatrixAt(), edgeEvalCovarBaseVectorsAt(), oofem::BoundaryLoad::giveApproxOrder(), oofem::BoundaryLoad::giveCoordSystMode(), giveEdgeDofMapping(), oofem::Element::giveInterpolation(), oofem::FEInterpolation::giveInterpolationOrder(), giveNumberOfDofs(), N, oofem::Element::numberOfGaussPoints, OOFEM_ERROR, oofem::FloatArray::plusProduct(), oofem::FloatArray::resize(), oofem::GaussIntegrationRule::SetUpPointsOnLine(), and oofem::FloatArray::zero().

Referenced by computeBoundaryEdgeLoadVector(), and oofem::Shell7BaseXFEM::computeBoundaryEdgeLoadVector().

void oofem::Shell7Base::computeVectorOfDofIDs	(	const IntArray &	dofIdArray,
		ValueModeType	u,
		TimeStep *	tStep,
		FloatArray &	answer
	)

protected

virtual double oofem::Shell7Base::computeVolumeAroundLayer	(	GaussPoint *	mastergp,
		int	layer
	)

protectedpure virtual

Implemented in oofem::Tr2Shell7, and oofem::Tr2Shell7XFEM.

Referenced by computeBulkTangentMatrix(), oofem::Shell7BaseXFEM::computeMassMatrixNum(), computeMassMatrixNum(), computeSectionalForces(), oofem::Shell7BaseXFEM::computeStiffnessMatrix(), oofem::Shell7BaseXFEM::discComputeBulkTangentMatrix(), oofem::Shell7BaseXFEM::discComputeSectionalForces(), NodalRecoveryMI_computeNNMatrix(), and NodalRecoveryMI_computeNValProduct().

FloatArray oofem::Shell7Base::convV6ToV9Stress ( const FloatArray & V6 )

protected

Definition at line 3187 of file shell7base.C.

References oofem::FloatArray::at().

Referenced by computeStrainVectorInLayer(), CopyIPvaluesToNodes(), oofem::Shell7BaseXFEM::giveCZExportData(), oofem::Shell7BaseXFEM::giveShellExportData(), giveShellExportData(), nodalLeastSquareFitFromIP(), NodalRecoveryMI_recoverValues(), and oofem::Shell7BaseXFEM::recoverValuesFromCZIP().

void oofem::Shell7Base::CopyIPvaluesToNodes	(	std::vector< FloatArray > &	recoveredValues,
		int	layer,
		InternalStateType	type,
		TimeStep *	tStep
	)

protected

TODO z-coord in parent shell.

Definition at line 2012 of file shell7base.C.

References oofem::IntArray::at(), oofem::FloatArray::beColumnOf(), convV6ToV9Stress(), oofem::FloatArray::distance(), oofem::giveInternalStateValueType(), giveIPValue(), oofem::FEI3dWedgeQuad::giveLocalNodeCoords(), oofem::GaussPoint::giveNaturalCoordinates(), oofem::FloatMatrix::giveNumberOfColumns(), oofem::Element::integrationRulesArray, interpolationForExport, and oofem::ISVT_TENSOR_S3.

Referenced by recoverValuesFromIP().

void oofem::Shell7Base::edgeComputeBmatrixAt	(	const FloatArray &	lCoords,
		FloatMatrix &	answer,
		int	li = `1`,
		int	ui = `ALL_STRAINS`
	)

protectedvirtual

Definition at line 1672 of file shell7base.C.

References oofem::FloatArray::at(), oofem::FloatMatrix::at(), oofem::FEInterpolation3d::edgeEvaldNdxi(), oofem::FEInterpolation3d::edgeEvalN(), fei, giveNumberOfEdgeDofManagers(), giveNumberOfEdgeDofs(), N, oofem::FloatMatrix::resize(), and oofem::FloatMatrix::zero().

Referenced by computeStrainVectorInLayer(), oofem::Shell7BaseXFEM::edgeComputeEnrichedBmatrixAt(), and edgeEvalCovarBaseVectorsAt().

double oofem::Shell7Base::edgeComputeLengthAround	(	GaussPoint *	gp,
		const int	iedge
	)

protectedvirtual

Todo:: should be moved to tr-elements

Definition at line 1344 of file shell7base.C.

References oofem::FloatArray::computeNorm(), edgeEvalInitialCovarBaseVectorsAt(), oofem::GaussPoint::giveNaturalCoordinates(), and oofem::GaussPoint::giveWeight().

Referenced by oofem::Shell7BaseXFEM::computeEnrTractionForce(), and computeTractionForce().

void oofem::Shell7Base::edgeComputeNmatrixAt	(	const FloatArray &	lCoords,
		FloatMatrix &	answer
	)

protectedvirtual

Definition at line 1642 of file shell7base.C.

References oofem::FloatArray::at(), oofem::FloatMatrix::at(), oofem::FEInterpolation3d::edgeEvalN(), fei, giveNumberOfEdgeDofManagers(), giveNumberOfEdgeDofs(), N, oofem::FloatMatrix::resize(), and oofem::FloatMatrix::zero().

Referenced by computeBmatrixAt(), computeTractionForce(), and oofem::Shell7BaseXFEM::edgeComputeEnrichedNmatrixAt().

void oofem::Shell7Base::edgeEvalCovarBaseVectorsAt	(	const FloatArray &	lCoords,
		const int	iedge,
		FloatMatrix &	gcov,
		TimeStep *	tStep
	)

protected

Definition at line 382 of file shell7base.C.

References ALL_STRAINS, oofem::FloatArray::at(), oofem::FloatArray::beProductOf(), oofem::FloatArray::beVectorProductOf(), oofem::FEInterpolation3d::computeLocalEdgeMapping(), edgeComputeBmatrixAt(), edgeGiveUpdatedSolutionVector(), fei, oofem::FloatArray::normalize(), oofem::FloatMatrix::resize(), and oofem::FloatMatrix::setColumn().

Referenced by computeTractionForce().

void oofem::Shell7Base::edgeEvalInitialCovarBaseVectorsAt	(	const FloatArray &	lCoords,
		const int	iedge,
		FloatArray &	G1,
		FloatArray &	G3
	)

protected

Definition at line 250 of file shell7base.C.

References oofem::FloatArray::add(), oofem::IntArray::at(), oofem::FloatArray::at(), oofem::FloatArray::clear(), oofem::FEInterpolation3d::computeLocalEdgeMapping(), oofem::FEInterpolation3d::edgeEvaldNdxi(), edgeEvalInitialDirectorAt(), fei, giveInitialNodeDirector(), oofem::Element::giveNode(), and oofem::IntArray::giveSize().

Referenced by edgeComputeLengthAround().

void oofem::Shell7Base::edgeEvalInitialDirectorAt	(	const FloatArray &	lCoords,
		FloatArray &	answer,
		const int	iEdge
	)

protected

Definition at line 307 of file shell7base.C.

References oofem::FloatArray::add(), oofem::IntArray::at(), oofem::FloatArray::at(), oofem::FloatArray::clear(), oofem::FEInterpolation3d::computeLocalEdgeMapping(), oofem::FEInterpolation3d::edgeEvalN(), fei, giveInitialNodeDirector(), oofem::IntArray::giveSize(), and N.

Referenced by edgeEvalInitialCovarBaseVectorsAt().

void oofem::Shell7Base::edgeGiveUpdatedSolutionVector	(	FloatArray &	answer,
		const int	iedge,
		TimeStep *	tStep
	)

protectedvirtual

Reimplemented in oofem::Shell7BaseXFEM.

Definition at line 1563 of file shell7base.C.

References oofem::FloatArray::assemble(), giveDofManDofIDMask(), giveInitialEdgeSolutionVector(), giveOrderingEdgeNodes(), and temp_computeBoundaryVectorOf().

Referenced by edgeEvalCovarBaseVectorsAt(), and oofem::Shell7BaseXFEM::edgeGiveUpdatedSolutionVector().

void oofem::Shell7Base::evalCovarBaseVectorsAt	(	const FloatArray &	lCoords,
		FloatMatrix &	gcov,
		FloatArray &	genEps,
		TimeStep *	tStep
	)

protectedvirtual

Reimplemented in oofem::Shell7BaseXFEM.

Definition at line 357 of file shell7base.C.

References giveGeneralizedStrainComponents(), giveGlobalZcoord(), oofem::FloatMatrix::resize(), and oofem::FloatMatrix::setColumn().

Referenced by computeFAt(), computePressureForceAt(), computePressureTangentMatrix(), oofem::Shell7BaseXFEM::evalCovarBaseVectorsAt(), and evalCovarNormalAt().

void oofem::Shell7Base::evalCovarNormalAt	(	FloatArray &	nCov,
		const FloatArray &	lCoords,
		FloatArray &	genEpsC,
		TimeStep *	tStep
	)

protectedvirtual

Definition at line 1243 of file shell7base.C.

References oofem::FloatArray::beColumnOf(), oofem::FloatArray::beVectorProductOf(), evalCovarBaseVectorsAt(), and oofem::FloatArray::normalize().

Referenced by oofem::Shell7BaseXFEM::giveFailedInterfaceNumber(), oofem::Shell7BaseXFEM::giveRecoveredTransverseInterfaceStress(), and oofem::Shell7BaseXFEM::recoverShearStress().

void oofem::Shell7Base::evalInitialContravarBaseVectorsAt	(	const FloatArray &	lCoords,
		FloatMatrix &	Gcon
	)

protected

Definition at line 274 of file shell7base.C.

References evalInitialCovarBaseVectorsAt(), and giveDualBase().

Referenced by computeFAt(), computeLinearizedStiffness(), oofem::Shell7BaseXFEM::computeSectionalForcesAt(), and computeSectionalForcesAt().

void oofem::Shell7Base::evalInitialCovarBaseVectorsAt	(	const FloatArray &	lCoords,
		FloatMatrix &	Gcov
	)

void oofem::Shell7Base::evalInitialCovarNormalAt	(	FloatArray &	nCov,
		const FloatArray &	lCoords
	)

protectedvirtual

Definition at line 1255 of file shell7base.C.

References oofem::FloatArray::beColumnOf(), oofem::FloatArray::beVectorProductOf(), evalInitialCovarBaseVectorsAt(), and oofem::FloatArray::normalize().

Referenced by oofem::Shell7BaseXFEM::computeCohesiveForces(), oofem::Shell7BaseXFEM::computeCohesiveTangentAt(), computeInterLaminarStressesAt(), oofem::Shell7BaseXFEM::giveRecoveredTransverseInterfaceStress(), and oofem::Shell7BaseXFEM::recoverShearStress().

void oofem::Shell7Base::evalInitialDirectorAt	(	const FloatArray &	lCoords,
		FloatArray &	answer
	)

protected

Definition at line 294 of file shell7base.C.

References oofem::FloatArray::add(), oofem::FloatArray::at(), oofem::FloatArray::clear(), oofem::FEInterpolation::evalN(), fei, giveInitialNodeDirector(), oofem::Element::giveNumberOfDofManagers(), and N.

Referenced by evalInitialCovarBaseVectorsAt().

void oofem::Shell7Base::evaluateFailureCriteriaQuantities	(	FailureCriteriaStatus *	fc,
		TimeStep *	tStep
	)

protectedvirtual

Definition at line 3234 of file shell7base.C.

Referenced by computeStrainVectorInLayer().

void oofem::Shell7Base::fitRecoveredStress2BC	(	std::vector< FloatMatrix > &	answer1,
		std::vector< FloatMatrix > &	answer2,
		std::vector< FloatMatrix > &	dSmat,
		std::vector< FloatMatrix > &	dSmatIP,
		FloatMatrix &	SmatOld,
		FloatMatrix &	tractionBtm,
		FloatMatrix &	tractionTop,
		double	zeroThicknessLevel,
		FloatArray	fulfillBC,
		int	startLayer,
		int	endLayer
	)

protected

TODO generalise this.

Definition at line 2793 of file shell7base.C.

References oofem::FloatArray::at(), oofem::FloatMatrix::at(), oofem::LayeredCrossSection::computeIntegralThick(), oofem::GaussPoint::giveGlobalCoordinates(), oofem::LayeredCrossSection::giveLayerThickness(), oofem::LayeredCrossSection::giveNumberOfLayers(), oofem::FloatMatrix::giveNumberOfRows(), oofem::LayeredCrossSection::giveNumIntegrationPointsInLayer(), oofem::Element::integrationRulesArray, layeredCS, numInPlaneIP, OOFEM_ERROR, and oofem::FloatArray::zero().

Referenced by oofem::Shell7BaseXFEM::giveRecoveredTransverseInterfaceStress(), giveRecoveredTransverseInterfaceStress(), oofem::Shell7BaseXFEM::recoverShearStress(), and recoverShearStress().

FloatMatrix oofem::Shell7Base::giveAxialMatrix ( const FloatArray & vec )

protected

Definition at line 687 of file shell7base.C.

References oofem::FloatArray::at(), oofem::FloatMatrix::at(), and oofem::FloatMatrix::zero().

Referenced by computePressureTangentMatrix(), and oofem::Shell7BaseXFEM::computePressureTangentMatrixDis().

virtual const char* oofem::Shell7Base::giveClassName ( ) const

inlinevirtual

Reimplemented from oofem::FailureModuleElementInterface.

Reimplemented in oofem::Shell7BaseXFEM, oofem::Tr2Shell7, and oofem::Tr2Shell7XFEM.

Definition at line 83 of file shell7base.h.

void oofem::Shell7Base::giveCompositeExportData	(	std::vector< VTKPiece > &	vtkPieces,
		IntArray &	primaryVarsToExport,
		IntArray &	internalVarsToExport,
		IntArray	cellVarsToExport,
		TimeStep *	tStep
	)

protectedvirtual

Reimplemented from oofem::VTKXMLExportModuleElementInterface.

Reimplemented in oofem::Shell7BaseXFEM.

Definition at line 1856 of file shell7base.C.

References giveShellExportData().

void oofem::Shell7Base::giveDofManDofIDMask	(	int	inode,
		IntArray &	answer
	)		const

virtual

Returns dofmanager dof mask for node.

This mask defines the dofs which are used by element in node. Mask influences the code number ordering for particular node. Code numbers are ordered according to node order and dofs belonging to particular node are ordered according to this mask. If element requests dofs using node mask which are not in node then error is generated. This masking allows node to be shared by different elements with different dofs in same node. Elements local code numbers are extracted from node using this mask. Must be defined by particular element.

Parameters

inode	Mask is computed for local dofmanager with inode number.
answer	Mask for node.

Reimplemented from oofem::Element.

Reimplemented in oofem::Shell7BaseXFEM.

Definition at line 145 of file shell7base.C.

Referenced by oofem::Shell7BaseXFEM::computeOrderingArray(), edgeGiveUpdatedSolutionVector(), oofem::Shell7BaseXFEM::giveDofManDofIDMask(), giveUpdatedSolutionVector(), and ~Shell7Base().

void oofem::Shell7Base::giveDualBase	(	FloatMatrix &	base1,
		FloatMatrix &	base2
	)

static

Definition at line 283 of file shell7base.C.

References oofem::FloatMatrix::beInverseOf(), oofem::FloatMatrix::beProductTOf(), and oofem::FloatMatrix::beTProductOf().

Referenced by evalInitialContravarBaseVectorsAt(), oofem::PrescribedGenStrainShell7::evaluateHigherOrderContribution(), oofem::PrescribedGenStrainShell7::setDeformationGradient(), and ZZNodalRecoveryMI_giveElement().

virtual void oofem::Shell7Base::giveEdgeDofMapping	(	IntArray &	answer,
		int	iEdge
	)		const

protectedpure virtual

Assembles edge dof mapping mask, which provides mapping between edge local DOFs and "global" element DOFs.

Mask can be imagined as local edge code numbers used to localize local edge DOFs to element DOFs.

Parameters

answer	Edge DOF mapping.
iEdge	Edge number.

Reimplemented from oofem::StructuralElement.

Implemented in oofem::Tr2Shell7, and oofem::Tr2Shell7XFEM.

Referenced by oofem::Shell7BaseXFEM::computeEnrTractionForce(), and computeTractionForce().

void oofem::Shell7Base::giveFictiousCZNodeCoordsForExport	(	std::vector< FloatArray > &	nodes,
		int	interface
	)

protected

Definition at line 3142 of file shell7base.C.

References oofem::FloatArray::at(), oofem::FloatArray::beColumnOf(), oofem::FEI3dTrQuad::giveLocalNodeCoords(), oofem::FloatMatrix::giveNumberOfColumns(), interpolationForCZExport, and vtkEvalInitialGlobalCoordinateAt().

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

void oofem::Shell7Base::giveFictiousNodeCoordsForExport	(	std::vector< FloatArray > &	nodes,
		int	layer
	)

protected

Definition at line 3122 of file shell7base.C.

References oofem::FloatArray::beColumnOf(), oofem::FEI3dWedgeQuad::giveLocalNodeCoords(), oofem::FloatMatrix::giveNumberOfColumns(), interpolationForExport, and vtkEvalInitialGlobalCoordinateAt().

Referenced by giveL2contribution(), oofem::Shell7BaseXFEM::giveShellExportData(), giveShellExportData(), giveZ2integratedPolynomial2GradientForStressRecAt(), and nodalLeastSquareFitFromIP().

void oofem::Shell7Base::giveFictiousUpdatedNodeCoordsForExport	(	std::vector< FloatArray > &	nodes,
		int	layer,
		TimeStep *	tStep
	)

protected

Definition at line 3162 of file shell7base.C.

References oofem::FloatArray::beColumnOf(), oofem::FEI3dWedgeQuad::giveLocalNodeCoords(), oofem::FloatMatrix::giveNumberOfColumns(), interpolationForExport, and vtkEvalUpdatedGlobalCoordinateAt().

Referenced by giveShellExportData().

void oofem::Shell7Base::giveGeneralizedStrainComponents	(	FloatArray	genEps,
		FloatArray &	dphidxi1,
		FloatArray &	dphidxi2,
		FloatArray &	dmdxi1,
		FloatArray &	dmdxi2,
		FloatArray &	m,
		double &	dgamdxi1,
		double &	dgamdxi2,
		double &	gam
	)

static

Definition at line 1604 of file shell7base.C.

References oofem::FloatArray::at().

Referenced by computeLambdaGMatrices(), computeThicknessMappingCoeff(), oofem::PrescribedGenStrainShell7::evalCovarBaseVectorsAt(), evalCovarBaseVectorsAt(), and ZZNodalRecoveryMI_giveElement().

double oofem::Shell7Base::giveGlobalZcoord ( const FloatArray & lCoords )

protectedvirtual

double oofem::Shell7Base::giveGlobalZcoordInLayer	(	double	xi,
		int	layer
	)

protectedvirtual

Todo:: move to layered crosssection

Definition at line 209 of file shell7base.C.

References oofem::LayeredCrossSection::giveLayerMidZ(), oofem::LayeredCrossSection::giveLayerThickness(), and layeredCS.

Referenced by vtkEvalInitialGlobalCoordinateAt(), vtkEvalInitialGlobalCZCoordinateAt(), and vtkEvalUpdatedGlobalCoordinateAt().

FloatArray& oofem::Shell7Base::giveInitialEdgeSolutionVector ( int i )

inlineprotected

Definition at line 129 of file shell7base.h.

Referenced by edgeGiveUpdatedSolutionVector().

FloatArray& oofem::Shell7Base::giveInitialNodeDirector ( int i )

inlineprotected

Definition at line 119 of file shell7base.h.

Referenced by computeGlobalCoordinates(), edgeEvalInitialCovarBaseVectorsAt(), edgeEvalInitialDirectorAt(), evalInitialCovarBaseVectorsAt(), evalInitialDirectorAt(), NodalAveragingRecoveryMI_computeNodalValue(), setupInitialEdgeSolutionVector(), setupInitialSolutionVector(), vtkEvalInitialGlobalCoordinateAt(), and vtkEvalInitialGlobalCZCoordinateAt().

FloatArray& oofem::Shell7Base::giveInitialSolutionVector ( )

inlineprotected

Definition at line 124 of file shell7base.h.

References initialSolutionVector.

Referenced by computeThicknessMappingCoeff(), and giveUpdatedSolutionVector().

Interface * oofem::Shell7Base::giveInterface ( InterfaceType t )

protectedvirtual

Interface requesting service.

See also: InterfaceType

Returns: Requested interface if implemented, otherwise NULL.

Reimplemented from oofem::FEMComponent.

Reimplemented in oofem::Shell7BaseXFEM.

Definition at line 120 of file shell7base.C.

References oofem::FailureModuleElementInterfaceType, oofem::FEMComponent::giveInterface(), oofem::LayeredCrossSectionInterfaceType, oofem::NodalAveragingRecoveryModelInterfaceType, oofem::VTKXMLExportModuleElementInterfaceType, and oofem::ZZNodalRecoveryModelInterfaceType.

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

void oofem::Shell7Base::giveInternalForcesVector	(	FloatArray &	answer,
		TimeStep *	tStep,
		int	useUpdatedGpRecord = `0`
	)

protectedvirtual

Evaluates nodal representation of real internal forces.

Necessary transformations are taken into account.

Todo:: what is meant?

Parameters

answer	Equivalent nodal forces vector.
tStep	Time step
useUpdatedGpRecord	If equal to zero, the stresses in integration points are computed (slow but safe).

Todo:: How to treat the convective force? Only active during dynamic simulations

Todo:: Is this really what we should do for inactive elements?

Todo:: This is actaully inefficient since it constructs B and twice and collects the nodal unknowns over and over.

Todo:: is this check really necessary?

Reimplemented from oofem::NLStructuralElement.

Reimplemented in oofem::Shell7BaseXFEM.

Definition at line 787 of file shell7base.C.

References computeSectionalForces(), and giveUpdatedSolutionVector().

int oofem::Shell7Base::giveIPValue	(	FloatArray &	answer,
		GaussPoint *	gp,
		InternalStateType	type,
		TimeStep *	tStep
	)

protectedvirtual

Returns the integration point corresponding value in full form.

Parameters

answer	Contain corresponding integration point value, zero sized if not available.
gp	Integration point to check.
type	Determines the type of internal variable.
tStep	Time step.

Returns: Nonzero if o.k, zero otherwise.

Todo:: Which "error type" should be used? Why are there several? I don't see the point of this enum when there could be different function calls just as well (and different IST values)

Reimplemented from oofem::StructuralElement.

Definition at line 764 of file shell7base.C.

References computeCauchyStressVector(), and oofem::Element::giveIPValue().

Referenced by computeCauchyStressVector(), computeInterLaminarStressesAt(), computeStrainVectorInLayer(), CopyIPvaluesToNodes(), oofem::Shell7BaseXFEM::giveAverageTransverseInterfaceStress(), giveL2contribution(), giveLayerContributionToSR(), giveSPRcontribution(), and nodalLeastSquareFitFromIP().

void oofem::Shell7Base::giveL2contribution	(	FloatMatrix &	ipValues,
		FloatMatrix &	Nbar,
		int	layer,
		InternalStateType	type,
		TimeStep *	tStep
	)

protected

Definition at line 2133 of file shell7base.C.

References oofem::FloatMatrix::addSubVectorRow(), oofem::FEInterpolation::evalN(), giveFictiousNodeCoordsForExport(), oofem::giveInternalStateValueType(), giveIPValue(), oofem::FEI3dWedgeQuad::giveLocalNodeCoords(), oofem::GaussPoint::giveNaturalCoordinates(), oofem::FloatMatrix::giveNumberOfColumns(), oofem::Element::integrationRulesArray, interpolationForExport, oofem::ISVT_TENSOR_S3, N, and oofem::FloatMatrix::resize().

void oofem::Shell7Base::giveLayerContributionToSR	(	FloatMatrix &	dSmat,
		FloatMatrix &	dSmatLayerIP,
		int	layer,
		double	zeroThicknessLevel,
		TimeStep *	tStep
	)

protected

TODO generalise this;

Definition at line 2455 of file shell7base.C.

Referenced by oofem::Shell7BaseXFEM::giveRecoveredTransverseInterfaceStress(), giveRecoveredTransverseInterfaceStress(), oofem::Shell7BaseXFEM::recoverShearStress(), and recoverShearStress().

LayeredCrossSection* oofem::Shell7Base::giveLayeredCS ( )

inline

Definition at line 98 of file shell7base.h.

References computeBoundaryEdgeLoadVector(), and layeredCS.

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

void oofem::Shell7Base::giveMassFactorsAt	(	GaussPoint *	gp,
		FloatArray &	answer,
		double &	gam
	)

protectedvirtual

Definition at line 976 of file shell7base.C.

References oofem::FloatArray::at(), computeThicknessMappingCoeff(), oofem::CS_Thickness, oofem::CrossSection::give(), oofem::Element::giveCrossSection(), and oofem::FloatArray::resize().

Referenced by computeMassMatrix().

virtual MaterialMode oofem::Shell7Base::giveMaterialMode ( )

inlinevirtual

Returns material mode for receiver integration points.

Should be specialized.

Returns: Material mode of element.

Reimplemented from oofem::Element.

Definition at line 84 of file shell7base.h.

int oofem::Shell7Base::giveNumberOfDofs ( )

virtual

Returns: Number of DOFs in element.

Reimplemented from oofem::Element.

Reimplemented in oofem::Shell7BaseXFEM, and oofem::Tr2Shell7.

Definition at line 152 of file shell7base.C.

References oofem::Element::giveNumberOfDofManagers().

virtual int oofem::Shell7Base::giveNumberOfEdgeDofManagers ( )

pure virtual

Implemented in oofem::Tr2Shell7, and oofem::Tr2Shell7XFEM.

Referenced by edgeComputeBmatrixAt(), oofem::Shell7BaseXFEM::edgeComputeEnrichedBmatrixAt(), oofem::Shell7BaseXFEM::edgeComputeEnrichedNmatrixAt(), edgeComputeNmatrixAt(), and giveNumberOfInPlaneIP().

virtual int oofem::Shell7Base::giveNumberOfEdgeDofs ( )

pure virtual

Implemented in oofem::Tr2Shell7, and oofem::Tr2Shell7XFEM.

Referenced by edgeComputeBmatrixAt(), oofem::Shell7BaseXFEM::edgeComputeEnrichedBmatrixAt(), oofem::Shell7BaseXFEM::edgeComputeEnrichedNmatrixAt(), edgeComputeNmatrixAt(), giveNumberOfInPlaneIP(), and setupInitialEdgeSolutionVector().

virtual int oofem::Shell7Base::giveNumberOfInPlaneIP ( )

inlinevirtual

Definition at line 88 of file shell7base.h.

References giveNumberOfDofs(), giveNumberOfEdgeDofManagers(), giveNumberOfEdgeDofs(), and numInPlaneIP.

virtual const IntArray& oofem::Shell7Base::giveOrderingDofTypes ( ) const

protectedpure virtual

Implemented in oofem::Tr2Shell7, and oofem::Tr2Shell7XFEM.

virtual const IntArray& oofem::Shell7Base::giveOrderingEdgeNodes ( ) const

protectedpure virtual

Implemented in oofem::Tr2Shell7, and oofem::Tr2Shell7XFEM.

Referenced by edgeGiveUpdatedSolutionVector().

virtual const IntArray& oofem::Shell7Base::giveOrderingNodes ( ) const

protectedpure virtual

Implemented in oofem::Tr2Shell7, and oofem::Tr2Shell7XFEM.

Referenced by oofem::Shell7BaseXFEM::computeDiscSolutionVector(), and giveUpdatedSolutionVector().

void oofem::Shell7Base::giveRecoveredTransverseInterfaceStress	(	std::vector< FloatMatrix > &	transverseStress,
		TimeStep *	tStep
	)

protectedvirtual

TODO generalise this;

Reimplemented in oofem::Shell7BaseXFEM.

Definition at line 2372 of file shell7base.C.

References oofem::FloatMatrix::add(), oofem::LayeredCrossSection::computeIntegralThick(), fitRecoveredStress2BC(), giveLayerContributionToSR(), oofem::LayeredCrossSection::giveLayerThickness(), oofem::LayeredCrossSection::giveNumberOfLayers(), oofem::LayeredCrossSection::giveNumIntegrationPointsInLayer(), giveTractionBC(), layeredCS, numInPlaneIP, and OOFEM_ERROR.

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

void oofem::Shell7Base::giveShellExportData	(	VTKPiece &	vtkPiece,
		IntArray &	primaryVarsToExport,
		IntArray &	internalVarsToExport,
		IntArray	cellVarsToExport,
		TimeStep *	tStep
	)

protectedvirtual

Reimplemented in oofem::Shell7BaseXFEM.

Definition at line 1864 of file shell7base.C.

Referenced by giveCompositeExportData().

void oofem::Shell7Base::giveSPRcontribution	(	FloatMatrix &	eltIPvalues,
		FloatMatrix &	eltPolynomialValues,
		int	layer,
		InternalStateType	type,
		TimeStep *	tStep
	)

protected

Definition at line 2171 of file shell7base.C.

References oofem::FloatMatrix::addSubVectorRow(), oofem::FloatArray::at(), oofem::FloatMatrix::clear(), oofem::GaussPoint::giveGlobalCoordinates(), giveIPValue(), and oofem::Element::integrationRulesArray.

Referenced by giveLayerContributionToSR().

virtual void oofem::Shell7Base::giveSurfaceDofMapping	(	IntArray &	answer,
		int	iSurf
	)		const

protectedpure virtual

Assembles surface dof mapping mask, which provides mapping between surface local DOFs and "global" element DOFs.

Mask can be imagined as local surface code numbers used to localize local DOFs to element DOFs.

Parameters

answer	Surface DOF mapping.
iSurf	Surface number

Reimplemented from oofem::StructuralElement.

Implemented in oofem::Tr2Shell7, and oofem::Tr2Shell7XFEM.

int oofem::Shell7Base::giveSymVoigtIndex	(	int	ind1,
		int	ind2
	)

protected

Definition at line 3262 of file shell7base.C.

References voigtIndices.

Referenced by computeStrainVectorInLayer().

void oofem::Shell7Base::giveTractionBC	(	FloatMatrix &	tractionTop,
		FloatMatrix &	tractionBtm,
		TimeStep *	tStep
	)

protected

TODO: update VM-mode?

Definition at line 2206 of file shell7base.C.

References oofem::FloatMatrix::addSubVectorCol(), oofem::IntArray::at(), oofem::Element::boundaryLoadArray, oofem::Load::computeComponentArrayAt(), oofem::FEMComponent::domain, oofem::Domain::giveLoad(), oofem::FloatMatrix::giveNumberOfColumns(), oofem::FloatMatrix::giveNumberOfRows(), oofem::IntArray::giveSize(), numInPlaneIP, OOFEM_ERROR, and oofem::FloatMatrix::zero().

Referenced by oofem::Shell7BaseXFEM::giveRecoveredTransverseInterfaceStress(), giveRecoveredTransverseInterfaceStress(), oofem::Shell7BaseXFEM::recoverShearStress(), and recoverShearStress().

void oofem::Shell7Base::giveUnknownsAt	(	const FloatArray &	lcoords,
		FloatArray &	solVec,
		FloatArray &	x,
		FloatArray &	m,
		double &	gam,
		TimeStep *	tStep
	)

protected

Definition at line 1620 of file shell7base.C.

References oofem::FloatArray::at(), oofem::FloatArray::beProductOf(), computeNmatrixAt(), and N.

Referenced by oofem::Shell7BaseXFEM::computeMassMatrixNum(), oofem::Shell7BaseXFEM::vtkEvalUpdatedGlobalCoordinateAt(), and vtkEvalUpdatedGlobalCoordinateAt().

void oofem::Shell7Base::giveUpdatedSolutionVector	(	FloatArray &	answer,
		TimeStep *	tStep
	)

protected

Definition at line 1525 of file shell7base.C.

References oofem::FloatArray::assemble(), oofem::Element::computeVectorOf(), giveDofManDofIDMask(), giveInitialSolutionVector(), and giveOrderingNodes().

int oofem::Shell7Base::giveVoigtIndex	(	int	ind1,
		int	ind2
	)

protected

Definition at line 3282 of file shell7base.C.

References voigtIndices.

Referenced by computeLinearizedStiffness(), and computeStrainVectorInLayer().

void oofem::Shell7Base::giveZ2integratedPolynomial2GradientForStressRecAt	(	FloatArray &	answer,
		FloatArray &	coords
	)

protected

Definition at line 3043 of file shell7base.C.

References oofem::FloatArray::at(), oofem::FloatMatrix::at(), oofem::FEInterpolation::evaldNdx(), giveFictiousNodeCoordsForExport(), oofem::FEI3dWedgeQuad::giveNumberOfNodes(), interpolationForExport, oofem::FloatMatrix::resize(), and oofem::FloatArray::zero().

Referenced by giveLayerContributionToSR().

void oofem::Shell7Base::giveZintegratedPolynomialGradientForStressRecAt	(	FloatArray &	answer,
		FloatArray &	coords
	)

protected

Definition at line 3002 of file shell7base.C.

References oofem::FloatArray::at(), and oofem::FloatArray::zero().

Referenced by giveLayerContributionToSR().

IRResultType oofem::Shell7Base::initializeFrom ( InputRecord * ir )

protectedvirtual

Initializes receiver according to object description stored in input record.

This function is called immediately after creating object using constructor. Input record can be imagined as data record in component database belonging to receiver. Receiver may use value-name extracting functions to extract particular field from record.

See also: IR_GIVE_FIELD; IR_GIVE_OPTIONAL_FIELD

Parameters

ir	Input record to initialize from.

Returns: IRResultType

Reimplemented from oofem::NLStructuralElement.

Reimplemented in oofem::Shell7BaseXFEM.

Definition at line 63 of file shell7base.C.

References _IFT_Shell7base_recoverStress, oofem::InputRecord::hasField(), oofem::NLStructuralElement::initializeFrom(), and recoverStress.

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

void oofem::Shell7Base::NodalAveragingRecoveryMI_computeNodalValue	(	FloatArray &	answer,
		int	node,
		InternalStateType	type,
		TimeStep *	tStep
	)

protectedvirtual

Computes the element value in given node.

Parameters

answer	Contains the result.
node	Element node number.
type	Determines the type of internal variable to be recovered.
tStep	Time step.

Implements oofem::NodalAveragingRecoveryModelInterface.

Definition at line 1368 of file shell7base.C.

References oofem::FloatArray::at(), oofem::CS_Thickness, oofem::Element::giveCrossSection(), oofem::DofManager::giveDofWithID(), giveInitialNodeDirector(), oofem::Element::giveNode(), oofem::Dof::giveUnknown(), oofem::FloatArray::resize(), and oofem::FloatArray::times().

void oofem::Shell7Base::NodalAveragingRecoveryMI_computeSideValue	(	FloatArray &	answer,
		int	side,
		InternalStateType	type,
		TimeStep *	tStep
	)

protectedvirtual

Definition at line 1361 of file shell7base.C.

References oofem::FloatArray::resize().

void oofem::Shell7Base::nodalLeastSquareFitFromIP	(	std::vector< FloatArray > &	recoveredValues,
		int	layer,
		InternalStateType	type,
		TimeStep *	tStep
	)

protected

TODO se över nodnumrering.

Definition at line 2060 of file shell7base.C.

References oofem::FloatMatrix::addSubVectorRow(), oofem::FloatArray::at(), oofem::FloatArray::beColumnOf(), oofem::FloatMatrix::beInverseOf(), oofem::FloatMatrix::beProductOf(), oofem::FloatMatrix::beProductTOf(), oofem::FloatMatrix::beTProductOf(), oofem::FloatMatrix::beTranspositionOf(), convV6ToV9Stress(), oofem::FEInterpolation::evalN(), giveFictiousNodeCoordsForExport(), oofem::giveInternalStateValueType(), giveIPValue(), oofem::FEI3dWedgeQuad::giveLocalNodeCoords(), oofem::GaussPoint::giveNaturalCoordinates(), oofem::FloatMatrix::giveNumberOfColumns(), oofem::Element::integrationRulesArray, interpolationForExport, oofem::ISVT_TENSOR_S3, N, OOFEM_ERROR, oofem::FloatArray::resize(), oofem::FloatMatrix::resize(), vtkEvalInitialGlobalCoordinateAt(), and oofem::FloatArray::zero().

Referenced by recoverValuesFromIP().

void oofem::Shell7Base::NodalRecoveryMI_computeNNMatrix	(	FloatArray &	answer,
		int	layer,
		InternalStateType	type
	)

protected

Todo:: Make a "lumpMatrix" function in FloatArray ? (summing over columns would also be faster)

Definition at line 1412 of file shell7base.C.

References oofem::FloatArray::at(), oofem::FloatMatrix::at(), computeVolumeAroundLayer(), oofem::FloatMatrix::giveNumberOfColumns(), oofem::FloatMatrix::giveNumberOfRows(), oofem::Element::integrationRulesArray, oofem::FloatMatrix::plusDyadSymmUpper(), oofem::FloatArray::resize(), oofem::FloatMatrix::symmetrized(), and ZZNodalRecoveryMI_ComputeEstimatedInterpolationMtrx().

Referenced by NodalRecoveryMI_recoverValues().

void oofem::Shell7Base::NodalRecoveryMI_computeNValProduct	(	FloatMatrix &	answer,
		int	layer,
		InternalStateType	type,
		TimeStep *	tStep
	)

protected

Todo:: this is hard coded for stress recovery

Definition at line 1384 of file shell7base.C.

References computeVolumeAroundLayer(), oofem::Element::giveIPValue(), oofem::Element::integrationRulesArray, oofem::FloatMatrix::plusDyadUnsym(), oofem::FloatArray::resize(), oofem::FloatArray::zero(), oofem::FloatMatrix::zero(), ZZNodalRecoveryMI_ComputeEstimatedInterpolationMtrx(), and ZZNodalRecoveryMI_giveElement().

Referenced by NodalRecoveryMI_recoverValues().

void oofem::Shell7Base::NodalRecoveryMI_recoverValues	(	std::vector< FloatArray > &	recoveredValues,
		int	layer,
		InternalStateType	type,
		TimeStep *	tStep
	)

protected

Definition at line 1464 of file shell7base.C.

References oofem::FloatArray::at(), oofem::FloatMatrix::at(), convV6ToV9Stress(), oofem::FloatMatrix::giveNumberOfColumns(), oofem::FloatMatrix::giveNumberOfRows(), NodalRecoveryMI_computeNNMatrix(), and NodalRecoveryMI_computeNValProduct().

Referenced by oofem::Shell7BaseXFEM::giveCZExportData(), oofem::Shell7BaseXFEM::giveShellExportData(), and giveShellExportData().

void oofem::Shell7Base::postInitialize ( )

virtual

Performs post initialization steps.

Reimplemented from oofem::Element.

Reimplemented in oofem::Shell7BaseXFEM.

Definition at line 87 of file shell7base.C.

References fei, oofem::Element::giveCrossSection(), oofem::Element::giveInterpolation(), layeredCS, oofem::NLStructuralElement::nlGeometry, OOFEM_ERROR, oofem::Element::postInitialize(), setupInitialEdgeSolutionVector(), setupInitialNodeDirectors(), setupInitialSolutionVector(), and voigtIndices.

Referenced by computeNumberOfDofs(), and oofem::Shell7BaseXFEM::postInitialize().

void oofem::Shell7Base::printOutputAt	(	FILE *	file,
		TimeStep *	tStep
	)

virtual

Prints output of receiver to stream, for given time step.

This is used for output into the standard output file.

Parameters

file	File pointer to print to.
tStep	Time step to write for.

Reimplemented from oofem::Element.

Definition at line 109 of file shell7base.C.

References oofem::Element::printOutputAt(), recoverShearStress(), and recoverStress.

Referenced by computeNumberOfDofs().

void oofem::Shell7Base::recoverShearStress ( TimeStep * tStep )

protectedvirtual

void oofem::Shell7Base::recoverValuesFromIP	(	std::vector< FloatArray > &	nodes,
		int	layer,
		InternalStateType	type,
		TimeStep *	tStep,
		stressRecoveryType	SRtype = `copyIPvalue`
	)