oofem::Shell7Base Class Reference

#include <shell7base.h>

Inheritance diagram for oofem::Shell7Base:

Collaboration diagram for oofem::Shell7Base:

Public Member Functions
	Shell7Base (int n, Domain *d)
void	giveDofManDofIDMask (int inode, IntArray &) const override
int	computeGlobalCoordinates (FloatArray &answer, const FloatArray &lcoords) override
virtual int	computeGlobalCoordinatesOnEdge (FloatArray &answer, const FloatArray &lcoords, const int iEdge)
int	computeNumberOfDofs () override
int	checkConsistency () override
void	postInitialize () override
	Performs post initialization steps.
void	printOutputAt (FILE *file, TimeStep *tStep) override
const char *	giveClassName () const override
MaterialMode	giveMaterialMode () override
virtual int	giveNumberOfInPlaneIP ()
int	giveNumberOfDofs () override
virtual int	giveNumberOfEdgeDofs ()=0
virtual int	giveNumberOfEdgeDofManagers ()=0
FloatMatrixF< 3, 3 >	evalInitialCovarBaseVectorsAt (const FloatArrayF< 3 > &lCoords)
LayeredCrossSection *	giveLayeredCS ()
void	computeBoundaryEdgeLoadVector (FloatArray &answer, BoundaryLoad *load, int boundary, CharType type, ValueModeType mode, TimeStep *tStep, bool global) override
void	computeConstitutiveMatrix_dPdF_At (FloatMatrix &answer, MatResponseMode rMode, GaussPoint *gp, TimeStep *tStep) override
Public Member Functions inherited from oofem::NLStructuralElement
	NLStructuralElement (int n, Domain *d)
virtual	~NLStructuralElement ()
	Destructor.
int	giveGeometryMode ()
void	computeFirstPKStressVector (FloatArray &answer, GaussPoint *gp, TimeStep *tStep)
void	computeCauchyStressVector (FloatArray &answer, GaussPoint *gp, TimeStep *tStep)
void	computeInitialStressMatrix (FloatMatrix &answer, TimeStep *tStep) override
void	computeStiffnessMatrix_withIRulesAsSubcells (FloatMatrix &answer, MatResponseMode rMode, TimeStep *tStep)
void	giveInternalForcesVector_withIRulesAsSubcells (FloatArray &answer, TimeStep *tStep, int useUpdatedGpRecord=0) override
virtual void	computeDeformationGradientVector (FloatArray &answer, GaussPoint *gp, TimeStep *tStep)
double	computeCurrentVolume (TimeStep *tStep)
void	giveInputRecord (DynamicInputRecord &input) override
Public Member Functions inherited from oofem::StructuralElement
	StructuralElement (int n, Domain *d)
virtual	~StructuralElement ()
	Destructor.
void	giveCharacteristicMatrix (FloatMatrix &answer, CharType, TimeStep *tStep) override
void	giveCharacteristicVector (FloatArray &answer, CharType type, ValueModeType mode, TimeStep *tStep) override
virtual void	computeConsistentMassMatrix (FloatMatrix &answer, TimeStep *tStep, double &mass, const double *ipDensity=NULL)
virtual void	giveMassMtrxIntegrationgMask (IntArray &answer)
void	computeStiffnessMatrix_withIRulesAsSubcells (FloatMatrix &answer, MatResponseMode rMode, TimeStep *tStep)
virtual void	computeLumpedInitialStressMatrix (FloatMatrix &answer, TimeStep *tStep)
void	computeField (ValueModeType mode, TimeStep *tStep, const FloatArray &lcoords, FloatArray &answer) override
virtual void	computeStrainVector (FloatArray &answer, GaussPoint *gp, TimeStep *tStep)
int	giveIPValue (FloatArray &answer, GaussPoint *gp, InternalStateType type, TimeStep *tStep) override
virtual void	computeResultingIPTemperatureAt (FloatArray &answer, TimeStep *tStep, GaussPoint *gp, ValueModeType mode)
virtual void	computeResultingIPEigenstrainAt (FloatArray &answer, TimeStep *tStep, GaussPoint *gp, ValueModeType mode)
virtual void	computeStressVector (FloatArray &answer, const FloatArray &strain, GaussPoint *gp, TimeStep *tStep)=0
void	updateBeforeNonlocalAverage (TimeStep *tStep) override
virtual void	giveNonlocalLocationArray (IntArray &locationArray, const UnknownNumberingScheme &us)
virtual void	addNonlocalStiffnessContributions (SparseMtrx &dest, const UnknownNumberingScheme &s, TimeStep *tStep)
int	adaptiveUpdate (TimeStep *tStep) override
void	updateInternalState (TimeStep *tStep) override
void	updateYourself (TimeStep *tStep) override
int	checkConsistency () override
void	giveInputRecord (DynamicInputRecord &input) override
const char *	giveClassName () const override
int	giveInternalStateAtNode (FloatArray &answer, InternalStateType type, InternalStateMode mode, int node, TimeStep *tStep) override
void	showSparseMtrxStructure (CharType mtrx, oofegGraphicContext &gc, TimeStep *tStep) override
	Shows sparse structure.
void	showExtendedSparseMtrxStructure (CharType mtrx, oofegGraphicContext &gc, TimeStep *tStep) override
	Shows extended sparse structure (for example, due to nonlocal interactions for tangent stiffness).
void	computeLoadVector (FloatArray &answer, BodyLoad *load, CharType type, ValueModeType mode, TimeStep *tStep) override
void	computeBoundarySurfaceLoadVector (FloatArray &answer, BoundaryLoad *load, int boundary, CharType type, ValueModeType mode, TimeStep *tStep, bool global=true) override
void	computeBoundaryEdgeLoadVector (FloatArray &answer, BoundaryLoad *load, int boundary, CharType type, ValueModeType mode, TimeStep *tStep, bool global=true) override
virtual void	computeEdgeNMatrix (FloatMatrix &answer, int boundaryID, const FloatArray &lcoords)
	computes edge interpolation matrix
virtual void	computeSurfaceNMatrix (FloatMatrix &answer, int boundaryID, const FloatArray &lcoords)
virtual void	computeConstitutiveMatrixAt (FloatMatrix &answer, MatResponseMode rMode, GaussPoint *gp, TimeStep *tStep)=0
StructuralCrossSection *	giveStructuralCrossSection ()
	Helper function which returns the structural cross-section for the element.
virtual void	createMaterialStatus ()
Public Member Functions inherited from oofem::Element
	Element (int n, Domain *aDomain)
	Element (const Element &src)=delete
Element &	operator= (const Element &src)=delete
virtual	~Element ()
	Virtual destructor.
void	giveLocationArray (IntArray &locationArray, const UnknownNumberingScheme &s, IntArray *dofIds=NULL) const
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)
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
virtual void	setInternalDofManager (int num, std::unique_ptr< DofManager > dm)
virtual double	giveCharacteristicValue (CharType type, TimeStep *tStep)
virtual void	computeTangentFromSurfaceLoad (FloatMatrix &answer, BoundaryLoad *load, int boundary, MatResponseMode rmode, TimeStep *tStep)
virtual void	computeTangentFromEdgeLoad (FloatMatrix &answer, BoundaryLoad *load, int boundary, MatResponseMode rmode, TimeStep *tStep)
const IntArray &	giveBodyLoadList () const
const IntArray &	giveBoundaryLoadList () const
void	computeVectorOf (ValueModeType u, TimeStep *tStep, FloatArray &answer)
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)
void	computeVectorOf (PrimaryField &field, const IntArray &dofIDMask, ValueModeType u, TimeStep *tStep, FloatArray &answer, bool padding=false)
void	computeVectorOfPrescribed (ValueModeType u, TimeStep *tStep, FloatArray &answer)
void	computeVectorOfPrescribed (const IntArray &dofIDMask, ValueModeType type, TimeStep *tStep, FloatArray &answer)
virtual int	computeNumberOfGlobalDofs ()
int	computeNumberOfPrimaryMasterDofs ()
virtual bool	computeGtoLRotationMatrix (FloatMatrix &answer)
virtual bool	giveRotationMatrix (FloatMatrix &answer)
virtual bool	computeDofTransformationMatrix (FloatMatrix &answer, const IntArray &nodes, bool includeInternal)
virtual void	giveInternalDofManDofIDMask (int inode, IntArray &answer) const
virtual void	giveElementDofIDMask (IntArray &answer) const
virtual double	computeVolumeAround (GaussPoint *gp)
virtual double	computeVolumeAreaOrLength ()
	Computes the volume, area or length of the element depending on its spatial dimension.
double	computeMeanSize ()
virtual double	computeVolume ()
virtual double	computeArea ()
virtual double	computeLength ()
virtual IntArray	giveBoundaryEdgeNodes (int boundary, bool includeHierarchical=false) const
virtual IntArray	giveBoundarySurfaceNodes (int boundary, bool includeHierarchical=false) const
virtual IntArray	giveBoundaryNodes (int boundary) const
virtual std::unique_ptr< IntegrationRule >	giveBoundaryEdgeIntegrationRule (int order, int boundary)
virtual std::unique_ptr< IntegrationRule >	giveBoundarySurfaceIntegrationRule (int order, int boundary)
int	giveDofManagerNumber (int i) const
const IntArray &	giveDofManArray () const
void	addDofManager (DofManager *dMan)
DofManager *	giveDofManager (int i) const
Node *	giveNode (int i) const
virtual ElementSide *	giveSide (int i) const
virtual FEInterpolation *	giveInterpolation () const
virtual FEInterpolation *	giveInterpolation (DofIDItem id) const
virtual const FEInterpolation *	getGeometryInterpolation () const
virtual Material *	giveMaterial ()
int	giveMaterialNumber () const
CrossSection *	giveCrossSection ()
int	getActivityTimeFunctionNumber ()
void	setActivityTimeFunctionNumber (int funcIndx)
void	setMaterial (int matIndx)
virtual void	setCrossSection (int csIndx)
virtual int	giveNumberOfDofManagers () const
void	setNumberOfDofManagers (int i)
	Sets number of element dof managers.
virtual int	giveNumberOfNodes () const
void	setDofManagers (const IntArray &dmans)
void	setDofManager (int id, int dm)
void	setBodyLoads (const IntArray &bodyLoads)
void	setIntegrationRules (std ::vector< std ::unique_ptr< IntegrationRule > > irlist)
virtual integrationDomain	giveIntegrationDomain () const
virtual int	giveIntegrationRuleLocalCodeNumbers (IntArray &answer, IntegrationRule &ie)
int	giveRegionNumber ()
virtual void	initializeYourself (TimeStep *timeStepWhenICApply)
virtual bool	isActivated (TimeStep *tStep)
virtual bool	isCast (TimeStep *tStep)
virtual void	initForNewStep ()
virtual Element_Geometry_Type	giveGeometryType () const =0
virtual Element_Geometry_Type	giveEdgeGeometryType (int id) const
	Returns the receiver edge geometry type.
virtual Element_Geometry_Type	giveSurfaceGeometryType (int id) const
	Returns the receiver surface geometry type.
virtual int	giveSpatialDimension ()
virtual int	giveNumberOfBoundarySides ()
	Returns number of boundaries (entities of element_dimension-1: points, edges, surfaces).
virtual int	giveNumberOfEdges () const
virtual int	giveNumberOfSurfaces () const
virtual int	giveDefaultIntegrationRule () const
virtual IntegrationRule *	giveDefaultIntegrationRulePtr ()
int	giveNumberOfIntegrationRules ()
virtual IntegrationRule *	giveIntegrationRule (int i)
std::vector< std ::unique_ptr< IntegrationRule > > &	giveIntegrationRulesArray ()
virtual int	testElementExtension (ElementExtension ext)
int	giveGlobalIPValue (FloatArray &answer, GaussPoint *gp, InternalStateType type, TimeStep *tStep)
virtual double	giveLengthInDir (const FloatArray &normalToCrackPlane)
virtual double	giveCharacteristicLength (const FloatArray &normalToCrackPlane)
double	giveCharacteristicLengthForPlaneElements (const FloatArray &normalToCrackPlane)
double	giveCharacteristicLengthForAxisymmElements (const FloatArray &normalToCrackPlane)
virtual double	giveCharacteristicSize (GaussPoint *gp, FloatArray &normalToCrackPlane, ElementCharSizeMethod method)
virtual double	giveParentElSize () const
virtual bool	computeLocalCoordinates (FloatArray &answer, const FloatArray &gcoords)
virtual int	giveLocalCoordinateSystem (FloatMatrix &answer)
virtual void	giveLocalCoordinateSystemVector (InternalStateType isttype, FloatArray &answer)
virtual void	computeMidPlaneNormal (FloatArray &answer, const GaussPoint *gp)
virtual int	adaptiveMap (Domain *oldd, TimeStep *tStep)
virtual int	mapStateVariables (Domain &iOldDom, const TimeStep &iTStep)
virtual int	adaptiveFinish (TimeStep *tStep)
void	updateLocalNumbering (EntityRenumberingFunctor &f) override
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.
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.
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)
int	giveLabel () const
int	giveGlobalNumber () const
void	setGlobalNumber (int num)
elementParallelMode	giveParallelMode () const
void	setParallelMode (elementParallelMode _mode)
	Sets parallel mode of element.
virtual elementParallelMode	giveKnotSpanParallelMode (int) const
int	packUnknowns (DataStream &buff, TimeStep *tStep)
int	unpackAndUpdateUnknowns (DataStream &buff, TimeStep *tStep)
int	estimatePackSize (DataStream &buff)
const IntArray *	givePartitionList () const
void	setPartitionList (IntArray &pl)
virtual double	predictRelativeComputationalCost ()
virtual double	giveRelativeSelfComputationalCost ()
virtual double	predictRelativeRedistributionCost ()
IntArray *	giveBodyLoadArray ()
	Returns array containing load numbers of loads acting on element.
IntArray *	giveBoundaryLoadArray ()
	Returns array containing load numbers of boundary loads acting on element.
void	initializeFinish () override
void	saveContext (DataStream &stream, ContextMode mode) override
void	restoreContext (DataStream &stream, ContextMode mode) override
virtual const IntArray	giveLocation ()
virtual void	recalculateCoordinates (int nodeNumber, FloatArray &coords)
void	setSharedEdgeID (int iedge, int globalID)
void	setSharedSurfaceID (int isurf, int globalID)
const IntArray *	giveSharedEdgeIDs () const
const IntArray *	giveSharedSurfaceIDs () const
Public Member Functions inherited from oofem::FEMComponent
	FEMComponent (int n, Domain *d)
virtual	~FEMComponent ()=default
	Virtual destructor.
virtual const char *	giveInputRecordName () const =0
Domain *	giveDomain () const
virtual void	setDomain (Domain *d)
int	giveNumber () const
void	setNumber (int num)
virtual void	initializeFrom (InputRecord &ir)
virtual void	printYourself ()
	Prints receiver state on stdout. Useful for debugging.
std::string	errorInfo (const char *func) const
	Returns string for prepending output (used by error reporting macros).
Public Member Functions inherited from oofem::NodalAveragingRecoveryModelInterface
	NodalAveragingRecoveryModelInterface ()
	Constructor.
Public Member Functions inherited from oofem::Interface
	Interface ()
	Constructor.
virtual	~Interface ()
Public Member Functions inherited from oofem::LayeredCrossSectionInterface
	LayeredCrossSectionInterface ()
Public Member Functions inherited from oofem::VTKXMLExportModuleElementInterface
	VTKXMLExportModuleElementInterface ()
virtual void	giveCompositeExportData (ExportRegion &vtkPiece, IntArray &primaryVarsToExport, IntArray &internalVarsToExport, IntArray cellVarsToExport, TimeStep *tStep)
Public Member Functions inherited from oofem::ZZNodalRecoveryModelInterface
	ZZNodalRecoveryModelInterface (Element *element)
	Constructor.
virtual bool	ZZNodalRecoveryMI_computeNValProduct (FloatMatrix &answer, InternalStateType type, TimeStep *tStep)
virtual void	ZZNodalRecoveryMI_computeNNMatrix (FloatArray &answer, InternalStateType type)
Public Member Functions inherited from oofem::FailureModuleElementInterface
	FailureModuleElementInterface ()
virtual void	computeFailureCriteriaQuantities (FailureCriteriaStatus *fc, TimeStep *tStep)

Static Public Member Functions
static void	giveGeneralizedStrainComponents (FloatArray genEps, FloatArrayF< 3 > &dphidxi1, FloatArrayF< 3 > &dphidxi2, FloatArrayF< 3 > &dmdxi1, FloatArrayF< 3 > &dmdxi2, FloatArrayF< 3 > &m, double &dgamdxi1, double &dgamdxi2, double &gam)
static FloatMatrixF< 3, 3 >	giveDualBase (FloatMatrixF< 3, 3 > &base1)

Protected Types
enum	stressRecoveryType { copyIPvalue , LSfit , L2fit }

Protected Member Functions
Interface *	giveInterface (InterfaceType it) override
virtual const IntArray &	giveOrderingDofTypes () const =0
virtual const IntArray &	giveOrderingNodes () const =0
virtual const IntArray &	giveOrderingEdgeNodes () const =0
FloatArrayF< 3 > &	giveInitialNodeDirector (int i)
FloatArray &	giveInitialSolutionVector ()
FloatArray &	giveInitialEdgeSolutionVector (int i)
void	computeGaussPoints () override=0
virtual double	computeVolumeAroundLayer (GaussPoint *mastergp, int layer)=0
virtual double	computeAreaAround (GaussPoint *gp, double xi)=0
void	giveSurfaceDofMapping (IntArray &answer, int iSurf) const override=0
void	giveEdgeDofMapping (IntArray &answer, int iEdge) const override=0
void	initializeFrom (InputRecord &ir, int priority) override
virtual double	edgeComputeLengthAround (GaussPoint *gp, const int iedge)
virtual void	setupInitialNodeDirectors ()
FloatArrayF< 3 >	evalInitialDirectorAt (const FloatArrayF< 3 > &lCoords)
FloatMatrixF< 3, 3 >	evalInitialContravarBaseVectorsAt (const FloatArrayF< 3 > &lCoords)
virtual FloatMatrixF< 3, 3 >	evalCovarBaseVectorsAt (const FloatArrayF< 3 > &lCoords, FloatArray &genEps, TimeStep *tStep)
virtual FloatArrayF< 3 >	evalCovarNormalAt (const FloatArrayF< 3 > &lCoords, FloatArray &genEpsC, TimeStep *tStep)
virtual FloatArrayF< 3 >	evalInitialCovarNormalAt (const FloatArrayF< 3 > &lCoords)
FloatArrayF< 3 >	edgeEvalInitialDirectorAt (const FloatArrayF< 1 > &lCoords, const int iEdge)
std::pair< FloatArrayF< 3 >, FloatArrayF< 3 > >	edgeEvalInitialCovarBaseVectorsAt (const FloatArrayF< 1 > &lCoords, const int iedge)
FloatMatrixF< 3, 3 >	edgeEvalCovarBaseVectorsAt (const FloatArrayF< 3 > &lCoords, const int iedge, TimeStep *tStep)
virtual double	giveGlobalZcoord (const FloatArrayF< 3 > &lCoords)
virtual double	giveGlobalZcoordInLayer (double xi, int layer)
FloatMatrixF< 3, 3 >	giveAxialMatrix (const FloatArrayF< 3 > &vec)
FloatMatrixF< 3, 3 >	computeFAt (const FloatArrayF< 3 > &lCoords, FloatArray &genEps, TimeStep *tStep)
FloatMatrixF< 3, 3 >	computeStressMatrix (FloatArray &genEps, GaussPoint *gp, Material *mat, TimeStep *tStep)
virtual void	computeCauchyStressVector (FloatArray &answer, GaussPoint *gp, TimeStep *tStep)
void	computeLumpedMassMatrix (FloatMatrix &answer, TimeStep *tStep) override
void	computeMassMatrix (FloatMatrix &answer, TimeStep *tStep) override
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)
void	computeStiffnessMatrix (FloatMatrix &answer, MatResponseMode rMode, TimeStep *tStep) override
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)
std::array< FloatMatrixF< 3, 18 >, 3 >	computeLambdaGMatrices (FloatArray &genEps, double zeta)
FloatMatrixF< 3, 7 >	computeLambdaNMatrix (FloatArray &genEps, double zeta)
void	giveInternalForcesVector (FloatArray &answer, TimeStep *tStep, int useUpdatedGpRecord=0) override
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)
void	computeBodyLoadVectorAt (FloatArray &answer, Load *forLoad, TimeStep *tStep, ValueModeType mode) override
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 FloatArrayF< 3 > &lcoords, const FloatArray &solVec, FloatArrayF< 3 > &x, FloatArrayF< 3 > &m, double &gam, TimeStep *tStep)
void	NodalAveragingRecoveryMI_computeNodalValue (FloatArray &answer, int node, InternalStateType type, TimeStep *tStep) override
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 FloatArrayF< 3 >	vtkEvalInitialGlobalCoordinateAt (const FloatArrayF< 3 > &localCoords, int layer)
virtual FloatArrayF< 3 >	vtkEvalUpdatedGlobalCoordinateAt (const FloatArrayF< 3 > &localCoords, int layer, TimeStep *tStep)
virtual FloatArrayF< 3 >	vtkEvalInitialGlobalCZCoordinateAt (const FloatArrayF< 3 > &localCoords, int interface)
void	giveCompositeExportData (std::vector< ExportRegion > &vtkPieces, IntArray &primaryVarsToExport, IntArray &internalVarsToExport, IntArray cellVarsToExport, TimeStep *tStep) override
virtual void	giveShellExportData (ExportRegion &vtkPiece, IntArray &primaryVarsToExport, IntArray &internalVarsToExport, IntArray cellVarsToExport, TimeStep *tStep)
std::vector< FloatArray >	giveFictiousNodeCoordsForExport (int layer)
std::vector< FloatArray >	giveFictiousCZNodeCoordsForExport (int interface)
std::vector< FloatArray >	giveFictiousUpdatedNodeCoordsForExport (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)
void	computeBmatrixAt (GaussPoint *gp, FloatMatrix &answer, int li=1, int ui=ALL_STRAINS) override
virtual void	computeBmatrixAt (const FloatArray &lCoords, FloatMatrix &answer, int li=1, int ui=ALL_STRAINS)
void	computeNmatrixAt (const FloatArray &iLocCoords, FloatMatrix &answer) override
virtual void	edgeComputeNmatrixAt (const FloatArray &lCoords, FloatMatrix &answer)
void	computeStrainVectorInLayer (FloatArray &answer, const FloatArray &masterGpStrain, GaussPoint *masterGp, GaussPoint *slaveGp, TimeStep *tStep) override
virtual void	edgeComputeBmatrixAt (const FloatArray &lCoords, FloatMatrix &answer, int li=1, int ui=ALL_STRAINS)
int	giveIPValue (FloatArray &answer, GaussPoint *gp, InternalStateType type, TimeStep *tStep) override
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)
virtual void	computePointLoadVectorAt (FloatArray &answer, Load *load, TimeStep *tStep, ValueModeType mode, bool global=true)
virtual double	computeEdgeVolumeAround (GaussPoint *gp, int iEdge)
virtual double	computeSurfaceVolumeAround (GaussPoint *gp, int iSurf)
virtual int	computeLoadGToLRotationMtrx (FloatMatrix &answer)
virtual int	computeLoadLEToLRotationMatrix (FloatMatrix &answer, int iEdge, GaussPoint *gp)
virtual int	computeLoadLSToLRotationMatrix (FloatMatrix &answer, int iSurf, GaussPoint *gp)
virtual int	giveNumberOfIPForMassMtrxIntegration ()
void	condense (FloatMatrix *stiff, FloatMatrix *mass, FloatArray *load, IntArray *what)
virtual void	setupIRForMassMtrxIntegration (IntegrationRule &iRule)

Static Protected Member Functions
static FloatArrayF< 9 >	convV6ToV9Stress (const FloatArrayF< 6 > &V6)

Protected Attributes
bool	recoverStress
LayeredCrossSection *	layeredCS
FEInterpolation3d *	fei
std::vector< FloatArrayF< 3 > >	initialNodeDirectors
FloatArray	initialSolutionVector
std::vector< FloatArray >	initialEdgeSolutionVectors
int	numInPlaneIP
std::vector< std::vector< int > >	voigtIndices
Protected Attributes inherited from oofem::NLStructuralElement
int	nlGeometry =0
	Flag indicating if geometrical nonlinearities apply.
Protected Attributes inherited from oofem::StructuralElement
std::unique_ptr< FloatArray >	initialDisplacements
	Initial displacement vector, describes the initial nodal displacements when element has been casted.
Protected Attributes inherited from oofem::Element
int	numberOfDofMans
	Number of dofmanagers.
IntArray	dofManArray
	Array containing dofmanager numbers.
int	material
	Number of associated material.
int	crossSection
	Number of associated cross section.
IntArray	bodyLoadArray
IntArray	boundaryLoadArray
std::vector< std ::unique_ptr< IntegrationRule > >	integrationRulesArray
FloatMatrix	elemLocalCS
	Transformation material matrix, used in orthotropic and anisotropic materials, global->local transformation.
int	activityTimeFunction
	Element activity time function. If defined, nonzero value indicates active receiver, zero value inactive element.
int	globalNumber
int	numberOfGaussPoints
elementParallelMode	parallel_mode
	Determines the parallel mode of the element.
IntArray	partitions
IntArray	globalEdgeIDs
IntArray	globalSurfaceIDs
Protected Attributes inherited from oofem::FEMComponent
int	number
	Component number.
Domain *	domain
	Link to domain object, useful for communicating with other FEM components.

Static Protected Attributes
static ParamKey	IPK_Shell7Base_recoverStress
static FEI3dTrQuad	interpolationForCZExport
static FEI3dWedgeQuad	interpolationForExport
Static Protected Attributes inherited from oofem::NLStructuralElement
static ParamKey	IPK_NLStructuralElement_nlgeoflag

Additional Inherited Members
Static Public Attributes inherited from oofem::Element
static ParamKey	IPK_Element_mat
static ParamKey	IPK_Element_crosssect
static ParamKey	IPK_Element_nodes
static ParamKey	IPK_Element_bodyload
static ParamKey	IPK_Element_boundaryload
static ParamKey	IPK_Element_lcs
static ParamKey	IPK_Element_partitions
static ParamKey	IPK_Element_remote
static ParamKey	IPK_Element_activityTimeFunction
static ParamKey	IPK_Element_nip

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 69 of file shell7base.h.

Member Enumeration Documentation

stressRecoveryType

enum oofem::Shell7Base::stressRecoveryType

protected

Enumerator
copyIPvalue
LSfit
L2fit

Definition at line 248 of file shell7base.h.

Constructor & Destructor Documentation

Shell7Base()

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

Definition at line 63 of file shell7base.C.

References oofem::FailureModuleElementInterface::FailureModuleElementInterface(), oofem::LayeredCrossSectionInterface::LayeredCrossSectionInterface(), oofem::NLStructuralElement::NLStructuralElement(), recoverStress, oofem::VTKXMLExportModuleElementInterface::VTKXMLExportModuleElementInterface(), and oofem::ZZNodalRecoveryModelInterface::ZZNodalRecoveryModelInterface().

Referenced by giveLayerContributionToSR(), oofem::Shell7BaseXFEM::Shell7BaseXFEM(), and oofem::Tr2Shell7::Tr2Shell7().

Member Function Documentation

checkConsistency()

int oofem::Shell7Base::checkConsistency ( void )

overridevirtual

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 76 of file shell7base.C.

References fei, layeredCS, and OOFEM_ERROR.

computeAreaAround()

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().

computeBmatrixAt() [1/2]

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

protectedvirtual

Definition at line 1670 of file shell7base.C.

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

computeBmatrixAt() [2/2]

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

inlineoverrideprotectedvirtual

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 269 of file shell7base.h.

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

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

computeBodyLoadVectorAt()

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

overrideprotectedvirtual

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 1291 of file shell7base.C.

References OOFEM_ERROR.

computeBoundaryEdgeLoadVector()

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

overridevirtual

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::Element.

Reimplemented in oofem::Shell7BaseXFEM.

Definition at line 1086 of file shell7base.C.

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

computeBulkTangentMatrix()

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

protectedvirtual

Definition at line 514 of file shell7base.C.

References oofem::FloatMatrix::assemble(), oofem::FloatArray::beProductOf(), oofem::FloatMatrix::beProductOf(), computeBmatrixAt(), computeLambdaGMatrices(), computeVolumeAroundLayer(), oofem::FEMComponent::domain, giveGlobalZcoord(), giveOrderingDofTypes(), oofem::Element::integrationRulesArray, layeredCS, oofem::FloatMatrix::plusProductSymmUpper(), oofem::FloatMatrix::resize(), oofem::FloatMatrix::symmetrized(), and oofem::FloatMatrix::zero().

Referenced by computeStiffnessMatrix().

computeCauchyStressVector()

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

protectedvirtual

Definition at line 711 of file shell7base.C.

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

Referenced by giveIPValue().

computeConstitutiveMatrix_dPdF_At()

void oofem::Shell7Base::computeConstitutiveMatrix_dPdF_At ( FloatMatrix & answer, MatResponseMode rMode, GaussPoint * gp, TimeStep * tStep )

inlineoverridevirtual

Computes large strain constitutive matrix of receiver. Default implementation uses element cross section giveCharMaterialStiffnessMatrix service.

Parameters

answer	Constitutive matrix.
rMode	Material response mode of answer.
gp	Integration point for which constitutive matrix is computed.
tStep	Time step.

Implements oofem::NLStructuralElement.

Definition at line 105 of file shell7base.h.

References OOFEM_ERROR.

computeConvectiveMassForce()

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 1018 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::Element::giveCrossSection(), giveUpdatedSolutionVector(), layeredCS, N, oofem::FloatArray::plusProduct(), oofem::FloatArray::resize(), oofem::GaussIntegrationRule::SetUpPointsOnWedge(), and oofem::FloatArray::zero().

computeFAt()

FloatMatrixF< 3, 3 > oofem::Shell7Base::computeFAt ( const FloatArrayF< 3 > & lCoords, FloatArray & genEps, TimeStep * tStep )

protected

Definition at line 691 of file shell7base.C.

References oofem::dotT(), evalCovarBaseVectorsAt(), and evalInitialContravarBaseVectorsAt().

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

computeGaussPoints()

void oofem::Shell7Base::computeGaussPoints ( )

overrideprotectedpure 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.

computeGlobalCoordinates()

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

overridevirtual

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 159 of file shell7base.C.

References oofem::FloatArray::add(), oofem::FloatArray::clear(), fei, giveGlobalZcoord(), giveInitialNodeDirector(), oofem::Element::giveNode(), oofem::Element::giveNumberOfDofManagers(), and N.

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

computeGlobalCoordinatesOnEdge()

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

virtual

Definition at line 183 of file shell7base.C.

computeInterLaminarStressesAt()

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

protected

Definition at line 3140 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::FloatArray::giveSize(), oofem::IntArray::giveSize(), oofem::LayeredIntegrationRule::lowerInterfacePoints, and oofem::LayeredIntegrationRule::upperInterfacePoints.

computeLambdaGMatrices()

std::array< FloatMatrixF< 3, 18 >, 3 > oofem::Shell7Base::computeLambdaGMatrices ( FloatArray & genEps, double zeta )

protected

Definition at line 447 of file shell7base.C.

References giveGeneralizedStrainComponents().

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

computeLambdaNMatrix()

FloatMatrixF< 3, 7 > oofem::Shell7Base::computeLambdaNMatrix ( FloatArray & genEps, double zeta )

protected

Definition at line 492 of file shell7base.C.

References oofem::FloatArray::at(), oofem::FloatMatrixF< N, M >::at(), and oofem::FloatMatrixF< N, M >::setColumn().

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

computeLinearizedStiffness()

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

protected

Definition at line 567 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().

computeLumpedMassMatrix()

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

overrideprotectedvirtual

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 868 of file shell7base.C.

References OOFEM_ERROR.

computeMassMatrix()

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

overrideprotectedvirtual

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 876 of file shell7base.C.

References oofem::FloatMatrix::add(), oofem::FloatMatrix::assemble(), oofem::FloatArray::at(), oofem::FloatMatrix::at(), oofem::FloatArray::beProductOf(), oofem::FloatMatrix::beProductOf(), oofem::FloatMatrix::beTProductOf(), computeAreaAround(), computeNmatrixAt(), computeNumberOfDofs(), oofem::FEMComponent::domain, oofem::FloatArray::dotProduct(), oofem::Material::give(), giveMassFactorsAt(), giveOrderingDofTypes(), giveUpdatedSolutionVector(), layeredCS, N, oofem::FloatMatrix::resize(), oofem::GaussIntegrationRule::SetUpPointsOnWedge(), oofem::FloatMatrix::symmetrized(), oofem::FloatMatrix::times(), and oofem::FloatMatrix::zero().

computeMassMatrixNum()

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

protectedvirtual

Reimplemented in oofem::Shell7BaseXFEM.

Definition at line 966 of file shell7base.C.

References oofem::FloatMatrix::assemble(), oofem::FloatArray::beProductOf(), oofem::FloatMatrix::beProductOf(), computeBmatrixAt(), computeLambdaNMatrix(), computeNmatrixAt(), computeVolumeAroundLayer(), oofem::FEMComponent::domain, oofem::Material::give(), giveGlobalZcoord(), giveOrderingDofTypes(), giveUpdatedSolutionVector(), oofem::Element::integrationRulesArray, layeredCS, N, oofem::FloatMatrix::plusProductSymmUpper(), oofem::FloatMatrix::symmetrized(), oofem::Tdot(), and oofem::FloatMatrix::zero().

computeNmatrixAt()

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

overrideprotectedvirtual

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 1726 of file shell7base.C.

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

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

computeNumberOfDofs()

int oofem::Shell7Base::computeNumberOfDofs ( )

inlineoverridevirtual

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 80 of file shell7base.h.

References giveNumberOfDofs().

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

computePressureForce()

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

protected

Definition at line 1118 of file shell7base.C.

References oofem::FloatArray::assemble(), oofem::FloatArray::beProductOf(), oofem::FloatArray::beTProductOf(), computeAreaAround(), computeBmatrixAt(), computeLambdaNMatrix(), computeNmatrixAt(), computePressureForceAt(), giveGlobalZcoord(), giveOrderingDofTypes(), giveUpdatedSolutionVector(), N, oofem::FloatArray::plusProduct(), oofem::FloatArray::resize(), and oofem::FloatArray::zero().

computePressureForceAt()

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

protected

Definition at line 1170 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().

computePressureTangentMatrix()

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

protected

Todo

replce with triangle which has a xi3-coord

Definition at line 607 of file shell7base.C.

References oofem::FloatMatrix::add(), oofem::FloatArray::at(), oofem::FloatArray::beProductOf(), oofem::FloatMatrix::beProductOf(), oofem::FloatMatrix::beTProductOf(), computeAreaAround(), computeBmatrixAt(), computeLambdaGMatrices(), computeLambdaNMatrix(), computeNmatrixAt(), oofem::Load::computeValueAt(), evalCovarBaseVectorsAt(), giveAxialMatrix(), giveGlobalZcoord(), oofem::ConstantPressureLoad::giveLoadOffset(), giveUpdatedSolutionVector(), N, oofem::FloatMatrix::resize(), oofem::GaussIntegrationRule::SetUpPointsOnWedge(), oofem::FloatMatrix::subtract(), oofem::FloatMatrix::times(), and oofem::FloatMatrix::zero().

Referenced by computeStiffnessMatrix().

computeSectionalForces()

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

protected

Definition at line 773 of file shell7base.C.

References oofem::FloatArray::assemble(), oofem::FloatArray::beProductOf(), computeBmatrixAt(), computeSectionalForcesAt(), computeVolumeAroundLayer(), oofem::FEMComponent::domain, giveGlobalZcoord(), giveOrderingDofTypes(), oofem::Element::integrationRulesArray, layeredCS, N, oofem::FloatArray::plusProduct(), oofem::FloatArray::resize(), and oofem::FloatArray::zero().

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

computeSectionalForcesAt()

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

protected

Definition at line 806 of file shell7base.C.

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

Referenced by computeSectionalForces().

computeStiffnessMatrix()

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

overrideprotectedvirtual

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

Verify that it works with large deformations

Reimplemented from oofem::NLStructuralElement.

Reimplemented in oofem::Shell7BaseXFEM.

Definition at line 421 of file shell7base.C.

References oofem::FloatMatrix::add(), oofem::Element::boundaryLoadArray, computeBulkTangentMatrix(), computePressureTangentMatrix(), oofem::FEMComponent::domain, and giveUpdatedSolutionVector().

computeStrainVectorInLayer()

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

inlineoverrideprotectedvirtual

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 275 of file shell7base.h.

References OOFEM_ERROR.

computeStressMatrix()

FloatMatrixF< 3, 3 > oofem::Shell7Base::computeStressMatrix ( FloatArray & genEps, GaussPoint * gp, Material * mat, TimeStep * tStep )

protected

Definition at line 701 of file shell7base.C.

References computeFAt(), oofem::from_voigt_form_9(), oofem::GaussPoint::giveNaturalCoordinates(), and oofem::to_voigt_form_33().

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

computeThicknessMappingCoeff()

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

protected

Definition at line 835 of file shell7base.C.

References oofem::FloatArray::at(), oofem::FloatArray::beProductOf(), computeBmatrixAt(), oofem::cross(), oofem::dot(), fei, giveGeneralizedStrainComponents(), giveInitialSolutionVector(), oofem::GaussPoint::giveNaturalCoordinates(), oofem::norm(), and oofem::FloatArray::resize().

Referenced by computeConvectiveMassForce(), and giveMassFactorsAt().

computeTractionForce()

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

protectedvirtual

Definition at line 1229 of file shell7base.C.

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

Referenced by computeBoundaryEdgeLoadVector().

computeVectorOfDofIDs()

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

protected

computeVolumeAroundLayer()

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

protectedpure virtual

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

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

convV6ToV9Stress()

FloatArrayF< 9 > oofem::Shell7Base::convV6ToV9Stress ( const FloatArrayF< 6 > & V6 )

staticprotected

Definition at line 3126 of file shell7base.C.

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

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

CopyIPvaluesToNodes()

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

protected

TODO z-coord in parent shell.

Definition at line 1959 of file shell7base.C.

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

Referenced by recoverValuesFromIP().

edgeComputeBmatrixAt()

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

protectedvirtual

Definition at line 1621 of file shell7base.C.

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

Referenced by edgeEvalCovarBaseVectorsAt().

edgeComputeLengthAround()

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

protectedvirtual

Todo

should be moved to tr-elements

Definition at line 1305 of file shell7base.C.

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

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

edgeComputeNmatrixAt()

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

protectedvirtual

Definition at line 1591 of file shell7base.C.

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

Referenced by computeTractionForce().

edgeEvalCovarBaseVectorsAt()

FloatMatrixF< 3, 3 > oofem::Shell7Base::edgeEvalCovarBaseVectorsAt ( const FloatArrayF< 3 > & lCoords, const int iedge, TimeStep * tStep )

protected

Definition at line 375 of file shell7base.C.

References ALL_STRAINS, oofem::FloatArray::at(), oofem::FloatArrayF< N >::at(), oofem::FloatArray::beProductOf(), oofem::cross(), edgeComputeBmatrixAt(), edgeGiveUpdatedSolutionVector(), oofem::normalize(), and oofem::FloatMatrixF< N, M >::setColumn().

Referenced by computeTractionForce().

edgeEvalInitialCovarBaseVectorsAt()

std::pair< FloatArrayF< 3 >, FloatArrayF< 3 > > oofem::Shell7Base::edgeEvalInitialCovarBaseVectorsAt ( const FloatArrayF< 1 > & lCoords, const int iedge )

protected

Definition at line 249 of file shell7base.C.

References oofem::FloatArray::at(), edgeEvalInitialDirectorAt(), fei, giveInitialNodeDirector(), and oofem::Element::giveNode().

Referenced by edgeComputeLengthAround().

edgeEvalInitialDirectorAt()

FloatArrayF< 3 > oofem::Shell7Base::edgeEvalInitialDirectorAt ( const FloatArrayF< 1 > & lCoords, const int iEdge )

protected

Definition at line 306 of file shell7base.C.

References fei, giveInitialNodeDirector(), and N.

Referenced by edgeEvalInitialCovarBaseVectorsAt().

edgeGiveUpdatedSolutionVector()

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

protectedvirtual

Reimplemented in oofem::Shell7BaseXFEM.

Definition at line 1513 of file shell7base.C.

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

Referenced by edgeEvalCovarBaseVectorsAt().

evalCovarBaseVectorsAt()

FloatMatrixF< 3, 3 > oofem::Shell7Base::evalCovarBaseVectorsAt ( const FloatArrayF< 3 > & lCoords, FloatArray & genEps, TimeStep * tStep )

protectedvirtual

Reimplemented in oofem::Shell7BaseXFEM.

Definition at line 350 of file shell7base.C.

References giveGeneralizedStrainComponents(), giveGlobalZcoord(), and oofem::FloatMatrixF< N, M >::setColumn().

Referenced by computeFAt(), computePressureForceAt(), computePressureTangentMatrix(), and evalCovarNormalAt().

evalCovarNormalAt()

FloatArrayF< 3 > oofem::Shell7Base::evalCovarNormalAt ( const FloatArrayF< 3 > & lCoords, FloatArray & genEpsC, TimeStep * tStep )

protectedvirtual

Definition at line 1211 of file shell7base.C.

References oofem::cross(), evalCovarBaseVectorsAt(), and oofem::normalize().

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

evalInitialContravarBaseVectorsAt()

FloatMatrixF< 3, 3 > oofem::Shell7Base::evalInitialContravarBaseVectorsAt ( const FloatArrayF< 3 > & lCoords )

protected

Definition at line 274 of file shell7base.C.

References evalInitialCovarBaseVectorsAt(), and giveDualBase().

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

evalInitialCovarBaseVectorsAt()

FloatMatrixF< 3, 3 > oofem::Shell7Base::evalInitialCovarBaseVectorsAt

(

const FloatArrayF< 3 > &

lCoords

)

Definition at line 220 of file shell7base.C.

References oofem::FloatMatrix::at(), evalInitialDirectorAt(), fei, giveGlobalZcoord(), giveInitialNodeDirector(), oofem::Element::giveNode(), oofem::Element::giveNumberOfDofManagers(), and oofem::FloatMatrixF< N, M >::setColumn().

Referenced by oofem::Tr2Shell7::computeAreaAround(), oofem::Tr2Shell7XFEM::computeAreaAround(), oofem::Tr2Shell7::computeVolumeAroundLayer(), oofem::Tr2Shell7XFEM::computeVolumeAroundLayer(), evalInitialContravarBaseVectorsAt(), evalInitialCovarNormalAt(), and oofem::IntMatBilinearCZJanssonStatus::IntMatBilinearCZJanssonStatus().

evalInitialCovarNormalAt()

FloatArrayF< 3 > oofem::Shell7Base::evalInitialCovarNormalAt ( const FloatArrayF< 3 > & lCoords )

protectedvirtual

Definition at line 1220 of file shell7base.C.

References oofem::cross(), evalInitialCovarBaseVectorsAt(), and oofem::normalize().

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

evalInitialDirectorAt()

FloatArrayF< 3 > oofem::Shell7Base::evalInitialDirectorAt ( const FloatArrayF< 3 > & lCoords )

protected

Definition at line 292 of file shell7base.C.

References fei, giveInitialNodeDirector(), oofem::Element::giveNumberOfDofManagers(), and N.

Referenced by evalInitialCovarBaseVectorsAt().

evaluateFailureCriteriaQuantities()

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

protectedvirtual

Definition at line 3173 of file shell7base.C.

fitRecoveredStress2BC()

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 2737 of file shell7base.C.

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

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

giveAxialMatrix()

FloatMatrixF< 3, 3 > oofem::Shell7Base::giveAxialMatrix ( const FloatArrayF< 3 > & vec )

protected

Definition at line 664 of file shell7base.C.

References oofem::FloatArrayF< N >::at(), and oofem::FloatMatrixF< N, M >::at().

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

giveClassName()

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

inlineoverridevirtual

Returns

Class name of the receiver.

Reimplemented from oofem::NLStructuralElement.

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

Definition at line 86 of file shell7base.h.

giveCompositeExportData()

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

overrideprotectedvirtual

Reimplemented from oofem::VTKXMLExportModuleElementInterface.

Reimplemented in oofem::Shell7BaseXFEM.

Definition at line 1805 of file shell7base.C.

References giveShellExportData().

giveDofManDofIDMask()

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

overridevirtual

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 giveUpdatedSolutionVector().

giveDualBase()

FloatMatrixF< 3, 3 > oofem::Shell7Base::giveDualBase ( FloatMatrixF< 3, 3 > & base1 )

static

Definition at line 282 of file shell7base.C.

References oofem::dotT(), oofem::inv(), and oofem::Tdot().

Referenced by evalInitialContravarBaseVectorsAt().

giveEdgeDofMapping()

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

overrideprotectedpure 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().

giveFictiousCZNodeCoordsForExport()

std::vector< FloatArray > oofem::Shell7Base::giveFictiousCZNodeCoordsForExport ( int interface )

protected

Definition at line 3084 of file shell7base.C.

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

giveFictiousNodeCoordsForExport()

std::vector< FloatArray > oofem::Shell7Base::giveFictiousNodeCoordsForExport ( int layer )

protected

Definition at line 3066 of file shell7base.C.

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

Referenced by giveL2contribution(), giveShellExportData(), and nodalLeastSquareFitFromIP().

giveFictiousUpdatedNodeCoordsForExport()

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

protected

Definition at line 3102 of file shell7base.C.

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

Referenced by giveShellExportData().

giveGeneralizedStrainComponents()

void oofem::Shell7Base::giveGeneralizedStrainComponents ( FloatArray genEps, FloatArrayF< 3 > & dphidxi1, FloatArrayF< 3 > & dphidxi2, FloatArrayF< 3 > & dmdxi1, FloatArrayF< 3 > & dmdxi2, FloatArrayF< 3 > & m, double & dgamdxi1, double & dgamdxi2, double & gam )

static

Definition at line 1553 of file shell7base.C.

References oofem::FloatArray::at().

Referenced by computeLambdaGMatrices(), computeThicknessMappingCoeff(), and evalCovarBaseVectorsAt().

giveGlobalZcoord()

double oofem::Shell7Base::giveGlobalZcoord ( const FloatArrayF< 3 > & lCoords )

protectedvirtual

Definition at line 201 of file shell7base.C.

References oofem::FloatArrayF< N >::at(), oofem::CS_Thickness, and layeredCS.

Referenced by computeBulkTangentMatrix(), oofem::Shell7BaseXFEM::computeCohesiveTangentAt(), computeGlobalCoordinates(), computeMassMatrixNum(), oofem::Shell7BaseXFEM::computeMassMatrixNum(), computePressureForce(), computePressureTangentMatrix(), oofem::Shell7BaseXFEM::computePressureTangentMatrixDis(), computeSectionalForces(), oofem::Shell7BaseXFEM::discComputeBulkTangentMatrix(), oofem::Shell7BaseXFEM::discComputeSectionalForces(), oofem::Shell7BaseXFEM::discComputeStiffness(), evalCovarBaseVectorsAt(), evalInitialCovarBaseVectorsAt(), and oofem::Shell7BaseXFEM::vtkEvalUpdatedGlobalCoordinateAt().

giveGlobalZcoordInLayer()

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

protectedvirtual

Todo

move to layered crosssection

Definition at line 208 of file shell7base.C.

References layeredCS.

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

giveInitialEdgeSolutionVector()

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

inlineprotected

Definition at line 135 of file shell7base.h.

Referenced by edgeGiveUpdatedSolutionVector().

giveInitialNodeDirector()

FloatArrayF< 3 > & oofem::Shell7Base::giveInitialNodeDirector ( int i )

inlineprotected

Definition at line 125 of file shell7base.h.

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

giveInitialSolutionVector()

FloatArray & oofem::Shell7Base::giveInitialSolutionVector ( )

inlineprotected

Definition at line 130 of file shell7base.h.

Referenced by computeThicknessMappingCoeff(), and giveUpdatedSolutionVector().

giveInterface()

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

overrideprotectedvirtual

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::FailureModuleElementInterface::FailureModuleElementInterface(), oofem::FailureModuleElementInterfaceType, oofem::LayeredCrossSectionInterface::LayeredCrossSectionInterface(), oofem::LayeredCrossSectionInterfaceType, oofem::NodalAveragingRecoveryModelInterface::NodalAveragingRecoveryModelInterface(), oofem::NodalAveragingRecoveryModelInterfaceType, oofem::VTKXMLExportModuleElementInterface::VTKXMLExportModuleElementInterface(), oofem::VTKXMLExportModuleElementInterfaceType, oofem::ZZNodalRecoveryModelInterface::ZZNodalRecoveryModelInterface(), and oofem::ZZNodalRecoveryModelInterfaceType.

giveInternalForcesVector()

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

overrideprotectedvirtual

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 760 of file shell7base.C.

References computeSectionalForces(), and giveUpdatedSolutionVector().

giveIPValue()

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

overrideprotectedvirtual

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::Element.

Definition at line 737 of file shell7base.C.

References computeCauchyStressVector().

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

giveL2contribution()

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

protected

Definition at line 2079 of file shell7base.C.

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

giveLayerContributionToSR()

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

protected

TODO generalise this;

Definition at line 2399 of file shell7base.C.

References oofem::FloatMatrix::addSubVectorRow(), oofem::FloatArray::at(), oofem::FloatMatrix::at(), oofem::FloatArray::beColumnOf(), oofem::FloatMatrix::beInverseOf(), oofem::FloatArray::beProductOf(), oofem::FloatMatrix::beProductOf(), oofem::FloatMatrix::beProductTOf(), oofem::FloatArray::beSubArrayOf(), oofem::FloatMatrix::beTProductOf(), oofem::FloatMatrix::clear(), oofem::Domain::giveConnectivityTable(), oofem::Element::giveDofManArray(), oofem::FEMComponent::giveDomain(), oofem::Domain::giveElement(), oofem::ConnectivityTable::giveElementNeighbourList(), oofem::GaussPoint::giveGlobalCoordinates(), oofem::Element::giveGlobalNumber(), giveIPValue(), oofem::FloatMatrix::giveNumberOfRows(), giveSPRcontribution(), giveZ2integratedPolynomial2GradientForStressRecAt(), giveZintegratedPolynomialGradientForStressRecAt(), oofem::Element::integrationRulesArray, layeredCS, numInPlaneIP, OOFEM_ERROR, oofem::FloatArray::printYourself(), oofem::FloatMatrix::printYourself(), oofem::FloatMatrix::resize(), oofem::FloatMatrix::setSubMatrix(), Shell7Base(), oofem::FloatArray::zero(), and oofem::FloatMatrix::zero().

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

giveLayeredCS()

LayeredCrossSection * oofem::Shell7Base::giveLayeredCS ( )

inline

Definition at line 100 of file shell7base.h.

References layeredCS.

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

giveMassFactorsAt()

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

protectedvirtual

Definition at line 942 of file shell7base.C.

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

Referenced by computeMassMatrix().

giveMaterialMode()

MaterialMode oofem::Shell7Base::giveMaterialMode ( )

inlineoverridevirtual

Returns material mode for receiver integration points. Should be specialized.

Returns

Material mode of element.

Reimplemented from oofem::Element.

Definition at line 87 of file shell7base.h.

giveNumberOfDofs()

int oofem::Shell7Base::giveNumberOfDofs ( )

overridevirtual

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().

Referenced by computeNumberOfDofs().

giveNumberOfEdgeDofManagers()

virtual int oofem::Shell7Base::giveNumberOfEdgeDofManagers ( )

pure virtual

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

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

giveNumberOfEdgeDofs()

virtual int oofem::Shell7Base::giveNumberOfEdgeDofs ( )

pure virtual

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

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

giveNumberOfInPlaneIP()

virtual int oofem::Shell7Base::giveNumberOfInPlaneIP ( )

inlinevirtual

Definition at line 91 of file shell7base.h.

References numInPlaneIP.

giveOrderingDofTypes()

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

protectedpure virtual

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

Referenced by computeBulkTangentMatrix(), oofem::Shell7BaseXFEM::computeCohesiveForces(), oofem::Shell7BaseXFEM::computeCohesiveTangentAt(), oofem::Shell7BaseXFEM::computeEnrTractionForce(), computeMassMatrix(), computeMassMatrixNum(), oofem::Shell7BaseXFEM::computeOrderingArray(), computePressureForce(), oofem::Shell7BaseXFEM::computePressureTangentMatrixDis(), computeSectionalForces(), oofem::Shell7BaseXFEM::computeStiffnessMatrix(), oofem::Shell7BaseXFEM::discComputeBulkTangentMatrix(), and oofem::Shell7BaseXFEM::discComputeSectionalForces().

giveOrderingEdgeNodes()

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

protectedpure virtual

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

Referenced by edgeGiveUpdatedSolutionVector().

giveOrderingNodes()

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

protectedpure virtual

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

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

giveRecoveredTransverseInterfaceStress()

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

protectedvirtual

TODO generalise this;

Reimplemented in oofem::Shell7BaseXFEM.

Definition at line 2316 of file shell7base.C.

References oofem::FloatMatrix::add(), fitRecoveredStress2BC(), giveLayerContributionToSR(), giveTractionBC(), layeredCS, numInPlaneIP, OOFEM_ERROR, and oofem::FloatMatrix::resize().

giveShellExportData()

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

protectedvirtual

Reimplemented in oofem::Shell7BaseXFEM.

Definition at line 1813 of file shell7base.C.

References oofem::IntArray::at(), oofem::VTKBaseExportModule::computeIPAverage(), convV6ToV9Stress(), giveFictiousNodeCoordsForExport(), giveFictiousUpdatedNodeCoordsForExport(), oofem::FloatArray::giveSize(), oofem::IntArray::giveSize(), oofem::Element::integrationRulesArray, layeredCS, NodalRecoveryMI_recoverValues(), recoverValuesFromIP(), oofem::ExportRegion::setCellType(), oofem::ExportRegion::setCellVar(), oofem::ExportRegion::setConnectivity(), oofem::ExportRegion::setInternalVarInNode(), oofem::ExportRegion::setNodeCoords(), oofem::ExportRegion::setNumberOfCells(), oofem::ExportRegion::setNumberOfCellVarsToExport(), oofem::ExportRegion::setNumberOfInternalVarsToExport(), oofem::ExportRegion::setNumberOfNodes(), oofem::ExportRegion::setNumberOfPrimaryVarsToExport(), oofem::ExportRegion::setOffset(), oofem::ExportRegion::setPrimaryVarInNode(), and oofem::FloatArray::subtract().

Referenced by giveCompositeExportData().

giveSPRcontribution()

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

protected

Definition at line 2115 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().

giveSurfaceDofMapping()

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

overrideprotectedpure 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.

giveSymVoigtIndex()

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

protected

Definition at line 3201 of file shell7base.C.

References voigtIndices.

giveTractionBC()

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

protected

TODO: update VM-mode?

Definition at line 2150 of file shell7base.C.

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

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

giveUnknownsAt()

void oofem::Shell7Base::giveUnknownsAt ( const FloatArrayF< 3 > & lcoords, const FloatArray & solVec, FloatArrayF< 3 > & x, FloatArrayF< 3 > & m, double & gam, TimeStep * tStep )

protected

Definition at line 1569 of file shell7base.C.

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

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

giveUpdatedSolutionVector()

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

protected

Definition at line 1475 of file shell7base.C.

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

Referenced by computeCauchyStressVector(), computeConvectiveMassForce(), computeMassMatrix(), computeMassMatrixNum(), oofem::Shell7BaseXFEM::computeMassMatrixNum(), computePressureForce(), computePressureTangentMatrix(), oofem::Shell7BaseXFEM::computePressureTangentMatrixDis(), computeStiffnessMatrix(), oofem::Shell7BaseXFEM::computeStiffnessMatrix(), oofem::Shell7BaseXFEM::discComputeBulkTangentMatrix(), oofem::Shell7BaseXFEM::discComputeStiffness(), oofem::Shell7BaseXFEM::giveFailedInterfaceNumber(), giveInternalForcesVector(), oofem::Shell7BaseXFEM::giveInternalForcesVector(), oofem::Shell7BaseXFEM::giveRecoveredTransverseInterfaceStress(), oofem::Shell7BaseXFEM::OLDcomputeStiffnessMatrix(), oofem::Shell7BaseXFEM::recoverShearStress(), vtkEvalUpdatedGlobalCoordinateAt(), and oofem::Shell7BaseXFEM::vtkEvalUpdatedGlobalCoordinateAt().

giveVoigtIndex()

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

protected

Definition at line 3221 of file shell7base.C.

References voigtIndices.

Referenced by computeLinearizedStiffness().

giveZ2integratedPolynomial2GradientForStressRecAt()

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

protected

Definition at line 2987 of file shell7base.C.

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

Referenced by giveLayerContributionToSR().

giveZintegratedPolynomialGradientForStressRecAt()

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

protected

Definition at line 2946 of file shell7base.C.

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

Referenced by giveLayerContributionToSR().

initializeFrom()

void oofem::Shell7Base::initializeFrom ( InputRecord & ir, int priority )

overrideprotectedvirtual

Reimplemented from oofem::NLStructuralElement.

Reimplemented in oofem::Shell7BaseXFEM.

Definition at line 68 of file shell7base.C.

References oofem::FEMComponent::giveDomain(), IPK_Shell7Base_recoverStress, oofem::FEMComponent::number, PM_UPDATE_PARAMETER, and recoverStress.

NodalAveragingRecoveryMI_computeNodalValue()

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

overrideprotectedvirtual

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 1322 of file shell7base.C.

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

nodalLeastSquareFitFromIP()

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

protected

TODO se över nodnumrering.

Definition at line 2007 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::Element::giveGeometryType(), oofem::giveInternalStateValueType(), giveIPValue(), 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().

NodalRecoveryMI_computeNNMatrix()

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 1363 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::sum(), oofem::FloatMatrix::symmetrized(), and ZZNodalRecoveryMI_ComputeEstimatedInterpolationMtrx().

Referenced by NodalRecoveryMI_recoverValues().

NodalRecoveryMI_computeNValProduct()

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 1338 of file shell7base.C.

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

Referenced by NodalRecoveryMI_recoverValues().

NodalRecoveryMI_recoverValues()

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

protected

Definition at line 1415 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(), giveShellExportData(), and oofem::Shell7BaseXFEM::giveShellExportData().

postInitialize()

void oofem::Shell7Base::postInitialize ( )

overridevirtual

Performs post initialization steps.

Reimplemented from oofem::Element.

Reimplemented in oofem::Shell7BaseXFEM.

Definition at line 88 of file shell7base.C.

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

printOutputAt()

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

overridevirtual

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.

recoverShearStress()

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

protectedvirtual

TODO generalise this;

Reimplemented in oofem::Shell7BaseXFEM.

Definition at line 2194 of file shell7base.C.

References oofem::FloatMatrix::add(), oofem::FloatMatrix::at(), oofem::FloatMatrix::beSubMatrixOf(), fitRecoveredStress2BC(), giveLayerContributionToSR(), giveTractionBC(), layeredCS, numInPlaneIP, OOFEM_ERROR, updateLayerTransvNormalStressSR(), updateLayerTransvShearStressesSR(), updateLayerTransvStressesSR(), and oofem::zeros().

Referenced by printOutputAt().

recoverValuesFromIP()

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

protected

Definition at line 1927 of file shell7base.C.

References copyIPvalue, CopyIPvaluesToNodes(), oofem::Element::giveGlobalNumber(), L2fit, LSfit, nodalLeastSquareFitFromIP(), and OOFEM_ERROR.

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

setupInitialEdgeSolutionVector()

void oofem::Shell7Base::setupInitialEdgeSolutionVector ( )

protected

Definition at line 1527 of file shell7base.C.

References oofem::FloatArray::at(), fei, giveInitialNodeDirector(), oofem::Element::giveNode(), giveNumberOfEdgeDofs(), initialEdgeSolutionVectors, oofem::FloatArray::resize(), and oofem::FloatArray::zero().

Referenced by postInitialize().

setupInitialNodeDirectors()

void oofem::Shell7Base::setupInitialNodeDirectors ( )

protectedvirtual

Definition at line 323 of file shell7base.C.

References oofem::FloatMatrix::at(), oofem::FloatArray::beColumnOf(), oofem::cross(), fei, oofem::Element::giveGeometryType(), oofem::Element::giveInterpolation(), oofem::Element::giveNode(), oofem::Element::giveNumberOfDofManagers(), initialNodeDirectors, and oofem::normalize().

Referenced by postInitialize().

setupInitialSolutionVector()

void oofem::Shell7Base::setupInitialSolutionVector ( )

protected

Definition at line 1490 of file shell7base.C.

References giveInitialNodeDirector(), oofem::Element::giveNode(), oofem::Element::giveNumberOfDofManagers(), and initialSolutionVector.

Referenced by postInitialize().

temp_computeBoundaryVectorOf()

void oofem::Shell7Base::temp_computeBoundaryVectorOf ( IntArray & dofIdArray, int boundary, ValueModeType u, TimeStep * tStep, FloatArray & answer )

protected

Todo

: NOT CHECKED!!!

Todo

uses new standard method

Definition at line 1448 of file shell7base.C.

References oofem::Element::computeBoundaryVectorOf(), and fei.

Referenced by edgeGiveUpdatedSolutionVector().

updateLayerTransvNormalStressSR()

void oofem::Shell7Base::updateLayerTransvNormalStressSR ( FloatMatrix & dSzzMatLayerIP, FloatArray & SzzMatOld, int layer )

protected

TODO generalise this;

Definition at line 2896 of file shell7base.C.

References oofem::FloatArray::at(), oofem::FloatMatrix::at(), oofem::GaussPoint::giveMaterialStatus(), oofem::StructuralMaterialStatus::giveStressVector(), oofem::Element::integrationRulesArray, layeredCS, oofem::StructuralMaterialStatus::letStressVectorBe(), and numInPlaneIP.

Referenced by recoverShearStress().

updateLayerTransvShearStressesSR()

void oofem::Shell7Base::updateLayerTransvShearStressesSR ( FloatMatrix & dSmatLayerIP, FloatMatrix & SmatOld, int layer )

protected

TODO generalise this;

Definition at line 2856 of file shell7base.C.

References oofem::FloatArray::at(), oofem::FloatMatrix::at(), oofem::Element::giveGlobalNumber(), oofem::GaussPoint::giveMaterialStatus(), oofem::FloatArray::giveSize(), oofem::StructuralMaterialStatus::giveStressVector(), oofem::Element::integrationRulesArray, layeredCS, oofem::StructuralMaterialStatus::letStressVectorBe(), numInPlaneIP, and oofem::FloatArray::printYourself().

Referenced by recoverShearStress().

updateLayerTransvStressesSR()

void oofem::Shell7Base::updateLayerTransvStressesSR ( FloatMatrix & dSmatLayerIP, int layer )

protected

TODO generalise this;

Definition at line 2821 of file shell7base.C.

References oofem::FloatArray::at(), oofem::FloatMatrix::at(), oofem::GaussPoint::giveMaterialStatus(), oofem::FloatArray::giveSize(), oofem::StructuralMaterialStatus::giveStressVector(), oofem::Element::integrationRulesArray, layeredCS, oofem::StructuralMaterialStatus::letStressVectorBe(), and numInPlaneIP.

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

vtkEvalInitialGlobalCoordinateAt()

FloatArrayF< 3 > oofem::Shell7Base::vtkEvalInitialGlobalCoordinateAt ( const FloatArrayF< 3 > & localCoords, int layer )

protectedvirtual

Definition at line 1761 of file shell7base.C.

References oofem::FloatArrayF< N >::at(), fei, giveGlobalZcoordInLayer(), giveInitialNodeDirector(), oofem::Element::giveNode(), oofem::Element::giveNumberOfDofManagers(), and N.

Referenced by giveFictiousCZNodeCoordsForExport(), giveFictiousNodeCoordsForExport(), oofem::Shell7BaseXFEM::giveFictiousNodeCoordsForExport(), and nodalLeastSquareFitFromIP().

vtkEvalInitialGlobalCZCoordinateAt()

FloatArrayF< 3 > oofem::Shell7Base::vtkEvalInitialGlobalCZCoordinateAt ( const FloatArrayF< 3 > & localCoords, int interface )

protectedvirtual

Definition at line 1777 of file shell7base.C.

References fei, giveGlobalZcoordInLayer(), giveInitialNodeDirector(), oofem::Element::giveNode(), oofem::Element::giveNumberOfDofManagers(), and N.

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

vtkEvalUpdatedGlobalCoordinateAt()

FloatArrayF< 3 > oofem::Shell7Base::vtkEvalUpdatedGlobalCoordinateAt ( const FloatArrayF< 3 > & localCoords, int layer, TimeStep * tStep )

protectedvirtual

Reimplemented in oofem::Shell7BaseXFEM.

Definition at line 1793 of file shell7base.C.

References oofem::FloatArrayF< N >::at(), giveGlobalZcoordInLayer(), giveUnknownsAt(), and giveUpdatedSolutionVector().

Referenced by giveFictiousUpdatedNodeCoordsForExport().

ZZNodalRecoveryMI_ComputeEstimatedInterpolationMtrx()

void oofem::Shell7Base::ZZNodalRecoveryMI_ComputeEstimatedInterpolationMtrx ( FloatArray & answer, GaussPoint * gp, InternalStateType type )

protected

Todo

fix this whole compostie recovery thing in a better way

Definition at line 1392 of file shell7base.C.

References oofem::FEInterpolation::evalN(), oofem::GaussPoint::giveNaturalCoordinates(), oofem::FEMComponent::giveNumber(), interpolationForExport, and OOFEM_ERROR.

Referenced by NodalRecoveryMI_computeNNMatrix(), and NodalRecoveryMI_computeNValProduct().

Member Data Documentation

fei

FEInterpolation3d* oofem::Shell7Base::fei

protected

Definition at line 118 of file shell7base.h.

Referenced by checkConsistency(), computeBmatrixAt(), oofem::Shell7BaseXFEM::computeEnrichedBmatrixAt(), oofem::Shell7BaseXFEM::computeEnrichedNmatrixAt(), oofem::Shell7BaseXFEM::computeEnrTractionForce(), computeGlobalCoordinates(), computeNmatrixAt(), computeThicknessMappingCoeff(), edgeComputeBmatrixAt(), oofem::Shell7BaseXFEM::edgeComputeEnrichedBmatrixAt(), oofem::Shell7BaseXFEM::edgeComputeEnrichedNmatrixAt(), edgeComputeNmatrixAt(), edgeEvalInitialCovarBaseVectorsAt(), edgeEvalInitialDirectorAt(), evalInitialCovarBaseVectorsAt(), evalInitialDirectorAt(), oofem::Shell7BaseXFEM::evaluateLevelSet(), postInitialize(), setupInitialEdgeSolutionVector(), setupInitialNodeDirectors(), temp_computeBoundaryVectorOf(), vtkEvalInitialGlobalCoordinateAt(), and vtkEvalInitialGlobalCZCoordinateAt().

initialEdgeSolutionVectors

std::vector< FloatArray > oofem::Shell7Base::initialEdgeSolutionVectors

protected

Definition at line 134 of file shell7base.h.

Referenced by setupInitialEdgeSolutionVector().

initialNodeDirectors

std::vector< FloatArrayF< 3 > > oofem::Shell7Base::initialNodeDirectors

protected

Definition at line 124 of file shell7base.h.

Referenced by setupInitialNodeDirectors().

initialSolutionVector

FloatArray oofem::Shell7Base::initialSolutionVector

protected

Definition at line 129 of file shell7base.h.

Referenced by setupInitialSolutionVector().

interpolationForCZExport

FEI3dTrQuad oofem::Shell7Base::interpolationForCZExport

staticprotected

Definition at line 115 of file shell7base.h.

Referenced by giveFictiousCZNodeCoordsForExport().

interpolationForExport

FEI3dWedgeQuad oofem::Shell7Base::interpolationForExport

staticprotected

Definition at line 116 of file shell7base.h.

Referenced by CopyIPvaluesToNodes(), giveFictiousNodeCoordsForExport(), giveFictiousUpdatedNodeCoordsForExport(), giveL2contribution(), nodalLeastSquareFitFromIP(), and ZZNodalRecoveryMI_ComputeEstimatedInterpolationMtrx().

IPK_Shell7Base_recoverStress

ParamKey oofem::Shell7Base::IPK_Shell7Base_recoverStress

staticprotected

Definition at line 73 of file shell7base.h.

Referenced by initializeFrom().

layeredCS

LayeredCrossSection* oofem::Shell7Base::layeredCS

protected

Definition at line 113 of file shell7base.h.

Referenced by checkConsistency(), computeBulkTangentMatrix(), oofem::Shell7BaseXFEM::computeCohesiveForces(), oofem::Shell7BaseXFEM::computeCohesiveTangentAt(), computeConvectiveMassForce(), oofem::Shell7BaseXFEM::computeFailureCriteriaQuantities(), oofem::Tr2Shell7::computeGaussPoints(), oofem::Tr2Shell7XFEM::computeGaussPoints(), computeMassMatrix(), computeMassMatrixNum(), oofem::Shell7BaseXFEM::computeMassMatrixNum(), computeSectionalForces(), oofem::Shell7BaseXFEM::computeStiffnessMatrix(), oofem::Tr2Shell7::computeVolumeAroundLayer(), oofem::Tr2Shell7XFEM::computeVolumeAroundLayer(), oofem::Shell7BaseXFEM::discComputeSectionalForces(), fitRecoveredStress2BC(), oofem::Shell7BaseXFEM::giveAverageTransverseInterfaceStress(), oofem::Shell7BaseXFEM::giveCZExportData(), oofem::Shell7BaseXFEM::giveFailedInterfaceNumber(), oofem::Shell7BaseXFEM::giveFictiousUpdatedCZNodeCoordsForExport(), oofem::Shell7BaseXFEM::giveFictiousUpdatedNodeCoordsForExport(), giveGlobalZcoord(), giveGlobalZcoordInLayer(), giveLayerContributionToSR(), giveLayeredCS(), oofem::Shell7BaseXFEM::giveMaxCZDamages(), giveRecoveredTransverseInterfaceStress(), oofem::Shell7BaseXFEM::giveRecoveredTransverseInterfaceStress(), giveShellExportData(), oofem::Shell7BaseXFEM::giveShellExportData(), oofem::Shell7BaseXFEM::hasCohesiveZone(), oofem::Shell7BaseXFEM::mapXi3FromLocalToShell(), oofem::Shell7BaseXFEM::OLDcomputeStiffnessMatrix(), postInitialize(), recoverShearStress(), oofem::Shell7BaseXFEM::recoverShearStress(), oofem::Shell7BaseXFEM::recoverValuesFromCZIP(), oofem::Tr2Shell7XFEM::updateIntegrationRuleMultiCrack(), updateLayerTransvNormalStressSR(), updateLayerTransvShearStressesSR(), updateLayerTransvStressesSR(), and oofem::Shell7BaseXFEM::updateYourself().

numInPlaneIP

int oofem::Shell7Base::numInPlaneIP

protected

Definition at line 140 of file shell7base.h.

Referenced by fitRecoveredStress2BC(), oofem::Shell7BaseXFEM::giveAverageTransverseInterfaceStress(), giveLayerContributionToSR(), giveNumberOfInPlaneIP(), giveRecoveredTransverseInterfaceStress(), oofem::Shell7BaseXFEM::giveRecoveredTransverseInterfaceStress(), giveTractionBC(), recoverShearStress(), oofem::Shell7BaseXFEM::recoverShearStress(), oofem::Tr2Shell7::Tr2Shell7(), updateLayerTransvNormalStressSR(), updateLayerTransvShearStressesSR(), and updateLayerTransvStressesSR().

recoverStress

bool oofem::Shell7Base::recoverStress

protected

Definition at line 110 of file shell7base.h.

Referenced by initializeFrom(), printOutputAt(), and Shell7Base().

voigtIndices

std::vector< std::vector< int > > oofem::Shell7Base::voigtIndices

protected

Definition at line 288 of file shell7base.h.

Referenced by giveSymVoigtIndex(), giveVoigtIndex(), and postInitialize().

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The documentation for this class was generated from the following files:

• shell7base.h
• shell7base.C