oofem::Shell7BaseXFEM Class Reference

#include <shell7basexfem.h>

Inheritance diagram for oofem::Shell7BaseXFEM:

Collaboration diagram for oofem::Shell7BaseXFEM:

Public Member Functions
	Shell7BaseXFEM (int n, Domain *d)
int	checkConsistency () override
void	giveMaxCZDamages (FloatArray &answer, TimeStep *tStep)
const char *	giveClassName () const override
std::string	errorInfo (const char *func) const
Interface *	giveInterface (InterfaceType it) override
void	initializeFrom (InputRecord &ir, int priority) override
void	giveDofManDofIDMask (int inode, IntArray &answer) const override
int	giveNumberOfDofs () override
void	giveFailedInterfaceNumber (IntArray &failedInterfaces, FloatArray &initiationFactor, TimeStep *tStep, bool recoverStresses=true)
void	giveAverageTransverseInterfaceStress (std::vector< FloatMatrix > &transverseStress, TimeStep *tStep)
void	giveRecoveredTransverseInterfaceStress (std::vector< FloatMatrix > &transverseStress, TimeStep *tStep) override
bool	hasCohesiveZone (int interfaceNum)
Public Member Functions inherited from oofem::Shell7Base
	Shell7Base (int n, Domain *d)
int	computeGlobalCoordinates (FloatArray &answer, const FloatArray &lcoords) override
virtual int	computeGlobalCoordinatesOnEdge (FloatArray &answer, const FloatArray &lcoords, const int iEdge)
int	computeNumberOfDofs () override
void	printOutputAt (FILE *file, TimeStep *tStep) override
MaterialMode	giveMaterialMode () override
virtual int	giveNumberOfInPlaneIP ()
virtual int	giveNumberOfEdgeDofs ()=0
virtual int	giveNumberOfEdgeDofManagers ()=0
FloatMatrixF< 3, 3 >	evalInitialCovarBaseVectorsAt (const FloatArrayF< 3 > &lCoords)
LayeredCrossSection *	giveLayeredCS ()
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 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 ()
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 ()
Public Member Functions inherited from oofem::XfemElementInterface
const char *	giveClassName () const override
std::string	errorInfo (const char *func) const
	XfemElementInterface (Element *e)
	Constructor.
virtual	~XfemElementInterface ()
	XfemElementInterface (const XfemElementInterface &src)=delete
XfemElementInterface &	operator= (const XfemElementInterface &src)=delete
void	XfemElementInterface_createEnrBmatrixAt (FloatMatrix &oAnswer, GaussPoint &iGP, Element &iEl)
	Creates enriched B-matrix.
void	XfemElementInterface_createEnrBHmatrixAt (FloatMatrix &oAnswer, GaussPoint &iGP, Element &iEl)
	Creates enriched BH-matrix.
void	ComputeBOrBHMatrix (FloatMatrix &oAnswer, GaussPoint &iGP, Element &iEl, bool iComputeBH, const FloatArray &iNaturalGpCoord)
void	XfemElementInterface_createEnrNmatrixAt (FloatMatrix &oAnswer, const FloatArray &iLocCoord, Element &iEl, bool iSetDiscontContribToZero)
	Creates enriched N-matrix.
void	XfemElementInterface_createEnrNmatrixAt (FloatMatrix &oAnswer, const FloatArray &iLocCoord, Element &iEl, const std ::vector< int > &iLocNodeInd, bool iSetDiscontContribToZero)
int	XfemElementInterface_giveNumDofManEnrichments (const DofManager &iDMan, XfemManager &iXMan) const
virtual void	XfemElementInterface_partitionElement (std ::vector< Triangle > &oTriangles, const std ::vector< FloatArray > &iPoints)
	Partitions the element into patches by a triangulation.
virtual bool	XfemElementInterface_updateIntegrationRule ()
	Updates integration rule based on the triangulation.
virtual void	XfemElementInterface_prepareNodesForDelaunay (std ::vector< std ::vector< FloatArray > > &oPointPartitions, double &oCrackStartXi, double &oCrackEndXi, int iEnrItemIndex, bool &oIntersection)
	Returns an array of array of points. Each array of points defines the points of a subregion of the element.
virtual void	XfemElementInterface_prepareNodesForDelaunay (std ::vector< std ::vector< FloatArray > > &oPointPartitions, double &oCrackStartXi, double &oCrackEndXi, const Triangle &iTri, int iEnrItemIndex, bool &oIntersection)
void	putPointsInCorrectPartition (std ::vector< std ::vector< FloatArray > > &oPointPartitions, const std ::vector< FloatArray > &iIntersecPoints, const std ::vector< const FloatArray * > &iNodeCoord) const
void	partitionEdgeSegment (int iBndIndex, std ::vector< Line > &oSegments, std ::vector< FloatArray > &oIntersectionPoints, const double &iTangDistPadding=0.0)
MaterialMode	giveMaterialMode ()
void	updateYourselfCZ (TimeStep *tStep)
void	computeDisplacementJump (GaussPoint &iGP, FloatArray &oJump, const FloatArray &iSolVec, const FloatMatrix &iNMatrix)
void	computeNCohesive (FloatMatrix &oN, GaussPoint &iGP, int iEnrItemIndex, const std ::vector< int > &iTouchingEnrItemIndices)

Public Attributes
std ::vector< std ::unique_ptr< IntegrationRule > >	czIntegrationRulesArray
Public Attributes inherited from oofem::XfemElementInterface
Element *	element
std ::vector< int >	mCZEnrItemIndices
	Index of enrichment items associated with cohesive zones.
std ::vector< std ::vector< int > >	mCZTouchingEnrItemIndices
bool	mUsePlaneStrain
	Flag that tells if plane stress or plane strain is assumed.
std ::vector< std ::unique_ptr< IntegrationRule > >	mpCZIntegrationRules
std ::vector< std ::unique_ptr< IntegrationRule > >	mpCZExtraIntegrationRules
std ::vector< std ::unique_ptr< IntegrationRule > >	mpCZIntegrationRules_tmp
std ::vector< std ::unique_ptr< IntegrationRule > >	mpCZExtraIntegrationRules_tmp
std ::vector< std ::unique_ptr< IntegrationRule > >	mIntRule_tmp

Protected Member Functions
void	updateYourself (TimeStep *tStep) override
void	postInitialize () override
	Performs post initialization steps.
void	computeOrderingArray (IntArray &orderingArray, IntArray &activeDofsArray, EnrichmentItem *ei)
FloatMatrixF< 3, 3 >	evalCovarBaseVectorsAt (const FloatArrayF< 3 > &lCoords, FloatArray &solVec, TimeStep *tStep) override
void	discGiveInitialSolutionVector (FloatArray &answer, IntArray &eiDofIdArray)
void	computeDiscGeneralizedStrainVector (FloatArray &dGenEps, const FloatArray &lCoords, EnrichmentItem *ei, TimeStep *tStep)
void	computeDiscSolutionVector (IntArray &dofIdArray, TimeStep *tStep, FloatArray &solVecD)
FloatArrayF< 3 >	computeInterfaceJumpAt (int interf, const FloatArrayF< 3 > &lCoords, TimeStep *tStep)
void	giveInternalForcesVector (FloatArray &answer, TimeStep *tStep, int useUpdatedGpRecord) override
void	discComputeSectionalForces (FloatArray &answer, TimeStep *tStep, FloatArray &solVec, FloatArray &solVecD, EnrichmentItem *ei)
FloatArray	computeSectionalForcesAt (IntegrationPoint *ip, Material *mat, TimeStep *tStep, FloatArray &genEps, double zeta)
double	evaluateLevelSet (const FloatArray &lCoords, EnrichmentItem *ei)
double	evaluateHeavisideXi (double xi, ShellCrack *ei)
double	evaluateHeavisideXi (double xi, Delamination *ei)
double	evaluateCutHeaviside (const double xi, const double xiBottom, const double xiTop) const
void	computeCohesiveForces (FloatArray &answer, TimeStep *tStep, FloatArray &solVec, FloatArray &solVecD, EnrichmentItem *ei, EnrichmentItem *coupledToEi)
std::array< FloatMatrixF< 3, 18 >, 3 >	computeLambdaGMatricesDis (double zeta)
FloatMatrixF< 3, 7 >	computeLambdaNMatrixDis (double zeta)
virtual void	OLDcomputeStiffnessMatrix (FloatMatrix &answer, MatResponseMode rMode, TimeStep *tStep)
void	computeStiffnessMatrix (FloatMatrix &answer, MatResponseMode rMode, TimeStep *tStep) override
virtual void	discComputeBulkTangentMatrix (FloatMatrix &KdIJ, IntegrationPoint *ip, EnrichmentItem *eiI, EnrichmentItem *eiJ, int layer, FloatMatrix A[3][3], TimeStep *tStep)
virtual void	discComputeStiffness (FloatMatrix &LCC, FloatMatrix &LDD, FloatMatrix &LDC, IntegrationPoint *ip, int layer, FloatMatrix A[3][3], TimeStep *tStep)
double	EvaluateEnrFuncInDofMan (int dofManNum, EnrichmentItem *ei)
void	computeEnrichedBmatrixAt (const FloatArray &lCoords, FloatMatrix &answer, EnrichmentItem *ei)
void	computeEnrichedNmatrixAt (const FloatArray &lCoords, FloatMatrix &answer, EnrichmentItem *ei)
void	computeCohesiveNmatrixAt (const FloatArray &lCoords, FloatMatrix &answer, EnrichmentItem *ei)
void	edgeGiveUpdatedSolutionVector (FloatArray &answer, const int iedge, TimeStep *tStep) override
FloatMatrixF< 3, 3 >	edgeEvalEnrCovarBaseVectorsAt (const FloatArrayF< 3 > &lCoords, const int iedge, TimeStep *tStep, EnrichmentItem *ei)
void	computeCohesiveTangent (FloatMatrix &answer, TimeStep *tStep)
void	computeCohesiveTangentAt (FloatMatrix &answer, TimeStep *tStep, Delamination *dei, EnrichmentItem *ei_j, EnrichmentItem *ei_k)
void	edgeComputeEnrichedNmatrixAt (const FloatArray &lCoords, FloatMatrix &answer, EnrichmentItem *ei, const int edge)
void	edgeComputeEnrichedBmatrixAt (const FloatArray &lCoords, FloatMatrix &answer, EnrichmentItem *ei, const int edge)
void	computePressureTangentMatrixDis (FloatMatrix &KCC, FloatMatrix &KCD, FloatMatrix &KDD, IntegrationPoint *ip, Load *load, const int iSurf, TimeStep *tStep)
void	computeBoundaryEdgeLoadVector (FloatArray &answer, BoundaryLoad *load, int boundary, CharType type, ValueModeType mode, TimeStep *tStep, bool global) override
void	giveBoundaryLocationArray (IntArray &locationArray, const IntArray &bNodes, const UnknownNumberingScheme &s, IntArray *dofIdArray) override
void	computeEnrTractionForce (FloatArray &answer, const int iedge, BoundaryLoad *edgeLoad, TimeStep *tStep, ValueModeType mode, EnrichmentItem *ei)
void	computeMassMatrixNum (FloatMatrix &answer, TimeStep *tStep) override
void	giveCompositeExportData (std::vector< ExportRegion > &vtkPieces, IntArray &primaryVarsToExport, IntArray &internalVarsToExport, IntArray cellVarsToExport, TimeStep *tStep) override
void	giveCompositeExportData (ExportRegion &vtkPiece, IntArray &primaryVarsToExport, IntArray &internalVarsToExport, IntArray cellVarsToExport, TimeStep *tStep) override
void	giveShellExportData (ExportRegion &vtkPiece, IntArray &primaryVarsToExport, IntArray &internalVarsToExport, IntArray cellVarsToExport, TimeStep *tStep) override
void	giveCZExportData (ExportRegion &vtkPiece, IntArray &primaryVarsToExport, IntArray &internalVarsToExport, IntArray cellVarsToExport, TimeStep *tStep)
FloatArrayF< 3 >	vtkEvalUpdatedGlobalCoordinateAt (const FloatArrayF< 3 > &localCoords, int layer, TimeStep *tStep) override
void	giveDisUnknownsAt (const FloatArrayF< 3 > &lCoords, EnrichmentItem *ei, const FloatArray &solVec, FloatArrayF< 3 > &x, FloatArrayF< 3 > &m, double &gam, TimeStep *tStep)
void	computeFailureCriteriaQuantities (FailureCriteriaStatus *fc, TimeStep *tStep) override
std::vector< FloatArray >	giveFictiousNodeCoordsForExport (int layer, int subCell)
std::vector< FloatArray >	giveFictiousCZNodeCoordsForExport (int layer, int subCell)
std::vector< FloatArray >	giveFictiousUpdatedNodeCoordsForExport (int layer, TimeStep *tStep, int subCell)
std::vector< FloatArray >	giveFictiousUpdatedCZNodeCoordsForExport (int layer, TimeStep *tStep, int subCell)
void	giveLocalNodeCoordsForExport (FloatArray &nodeLocalXi1Coords, FloatArray &nodeLocalXi2Coords, FloatArray &nodeLocalXi3Coords, int subCell, int layer, FloatMatrix &localNodeCoords)
void	giveLocalCZNodeCoordsForExport (FloatArray &nodeLocalXi1Coords, FloatArray &nodeLocalXi2Coords, FloatArray &nodeLocalXi3Coords, int subCell, FloatMatrix &localNodeCoords)
void	mapXi3FromLocalToShell (FloatArray &answer, FloatArray &local, int layer)
void	recoverValuesFromCZIP (std::vector< FloatArray > &recoveredValues, int interfce, InternalStateType type, TimeStep *tStep)
void	computeTripleProduct (FloatMatrix &answer, const FloatMatrix &a, const FloatMatrix &b, const FloatMatrix &c)
void	recoverShearStress (TimeStep *tStep) override
Protected Member Functions inherited from oofem::Shell7Base
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
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 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	giveMassFactorsAt (GaussPoint *gp, FloatArray &answer, double &gam)
void	computeConvectiveMassForce (FloatArray &answer, TimeStep *tStep)
void	computeThicknessMappingCoeff (GaussPoint *gp, FloatArray &answer)
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	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)
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 >	vtkEvalInitialGlobalCZCoordinateAt (const FloatArrayF< 3 > &localCoords, int interface)
std::vector< FloatArray >	giveFictiousNodeCoordsForExport (int layer)
std::vector< FloatArray >	giveFictiousCZNodeCoordsForExport (int interface)
std::vector< FloatArray >	giveFictiousUpdatedNodeCoordsForExport (int layer, 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)
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)

Protected Attributes
XfemManager *	xMan
IntArray	DelaminatedInterfaceList
std ::vector< Triangle >	allTri
std ::vector< std ::vector< Triangle > >	crackSubdivisions
IntArray	numSubDivisionsArray
FEI3dTrQuad	interpolationForCZExport
FEI3dWedgeQuad	interpolationForExport
std::vector< IntArray >	orderingArrays
std::vector< IntArray >	activeDofsArrays
Protected Attributes inherited from oofem::Shell7Base
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_Shell7BaseXFEM_CohesiveZoneMaterial
Static Protected Attributes inherited from oofem::Shell7Base
static ParamKey	IPK_Shell7Base_recoverStress
static FEI3dTrQuad	interpolationForCZExport
static FEI3dWedgeQuad	interpolationForExport
Static Protected Attributes inherited from oofem::NLStructuralElement
static ParamKey	IPK_NLStructuralElement_nlgeoflag
Static Protected Attributes inherited from oofem::XfemElementInterface
static ParamKey	IPK_XfemElementInterface_CohesiveZoneMaterial
static ParamKey	IPK_XfemElementInterface_NumIntPointsCZ
static ParamKey	IPK_XfemElementInterface_PlaneStrain

Private Member Functions
void	jump (FloatMatrix lambda, FloatArray deltaUnknowns)

Additional Inherited Members
Static Public Member Functions inherited from oofem::Shell7Base
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)
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
Protected Types inherited from oofem::Shell7Base
enum	stressRecoveryType { copyIPvalue , LSfit , L2fit }
Static Protected Member Functions inherited from oofem::Shell7Base
static FloatArrayF< 9 >	convV6ToV9Stress (const FloatArrayF< 6 > &V6)

Detailed Description

Definition at line 63 of file shell7basexfem.h.

Constructor & Destructor Documentation

Shell7BaseXFEM()

oofem::Shell7BaseXFEM::Shell7BaseXFEM	(	int	n,
		Domain *	d )

Definition at line 64 of file shell7basexfem.C.

References oofem::Shell7Base::Shell7Base(), and oofem::XfemElementInterface::XfemElementInterface().

Referenced by computeFailureCriteriaQuantities(), and oofem::Tr2Shell7XFEM::Tr2Shell7XFEM().

Member Function Documentation

checkConsistency()

int oofem::Shell7BaseXFEM::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::Shell7Base.

Definition at line 69 of file shell7basexfem.C.

computeBoundaryEdgeLoadVector()

void oofem::Shell7BaseXFEM::computeBoundaryEdgeLoadVector ( FloatArray & answer, BoundaryLoad * load, int edge, CharType type, ValueModeType mode, TimeStep * tStep, bool global )

overrideprotectedvirtual

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

Add support for load defined over certain area

Todo

Change the load type to "BoundaryEdgeLoad" maybe?

Reimplemented from oofem::Shell7Base.

Definition at line 1450 of file shell7basexfem.C.

References oofem::FloatArray::assemble(), oofem::FloatArray::at(), oofem::FloatArray::beSubArrayOf(), oofem::FloatArray::clear(), computeEnrTractionForce(), oofem::Shell7Base::computeNumberOfDofs(), computeOrderingArray(), oofem::BoundaryLoad::computeValueAt(), oofem::EnrichmentItem::isElementEnriched(), OOFEM_ERROR, oofem::FloatArray::resize(), xMan, and oofem::FloatArray::zero().

computeCohesiveForces()

void oofem::Shell7BaseXFEM::computeCohesiveForces ( FloatArray & answer, TimeStep * tStep, FloatArray & solVec, FloatArray & solVecD, EnrichmentItem * ei, EnrichmentItem * coupledToEi )

protected

Definition at line 599 of file shell7basexfem.C.

References oofem::FloatArray::add(), oofem::FloatArray::assemble(), oofem::FloatArray::at(), oofem::FloatMatrix::beLocalCoordSys(), oofem::FloatArray::beProductOf(), oofem::FloatMatrix::beProductOf(), oofem::FloatArray::beTProductOf(), oofem::Shell7Base::computeAreaAround(), oofem::Shell7Base::computeBmatrixAt(), computeCohesiveNmatrixAt(), oofem::Shell7Base::computeFAt(), computeInterfaceJumpAt(), computeLambdaNMatrixDis(), czIntegrationRulesArray, oofem::Shell7Base::evalInitialCovarNormalAt(), oofem::Delamination::giveDelamInterfaceNum(), oofem::Delamination::giveDelamXiCoord(), oofem::StructuralInterfaceMaterial::giveFirstPKTraction_3d(), oofem::Shell7Base::giveOrderingDofTypes(), jump(), oofem::Shell7Base::layeredCS, oofem::FloatArray::resize(), oofem::FloatArray::rotatedWith(), oofem::FloatMatrix::rotatedWith(), and oofem::FloatArray::zero().

Referenced by giveInternalForcesVector().

computeCohesiveNmatrixAt()

void oofem::Shell7BaseXFEM::computeCohesiveNmatrixAt ( const FloatArray & lCoords, FloatMatrix & answer, EnrichmentItem * ei )

protected

Definition at line 783 of file shell7basexfem.C.

References oofem::FloatArray::at(), computeEnrichedNmatrixAt(), and oofem::FloatMatrix::subtract().

Referenced by computeCohesiveForces(), and computeCohesiveTangentAt().

computeCohesiveTangent()

void oofem::Shell7BaseXFEM::computeCohesiveTangent ( FloatMatrix & answer, TimeStep * tStep )

protected

Definition at line 676 of file shell7basexfem.C.

References activeDofsArrays, oofem::FloatMatrix::assemble(), oofem::FloatMatrix::beSubMatrixOf(), oofem::FloatMatrix::beTranspositionOf(), computeCohesiveTangentAt(), oofem::FEMComponent::giveNumber(), giveNumberOfDofs(), oofem::EnrichmentItem::isElementEnriched(), orderingArrays, oofem::FloatMatrix::resize(), xMan, and oofem::FloatMatrix::zero().

Referenced by computeStiffnessMatrix(), and OLDcomputeStiffnessMatrix().

computeCohesiveTangentAt()

void oofem::Shell7BaseXFEM::computeCohesiveTangentAt ( FloatMatrix & answer, TimeStep * tStep, Delamination * dei, EnrichmentItem * ei_j, EnrichmentItem * ei_k )

protected

Todo

Use N*lambda and then apply plusProductUnsym instead;

Definition at line 731 of file shell7basexfem.C.

References oofem::FloatMatrix::add(), oofem::FloatMatrix::assemble(), oofem::Shell7Base::computeAreaAround(), computeCohesiveNmatrixAt(), computeLambdaNMatrixDis(), computeTripleProduct(), czIntegrationRulesArray, oofem::Shell7Base::evalInitialCovarNormalAt(), oofem::StructuralInterfaceMaterial::give3dStiffnessMatrix_dTdj(), oofem::Delamination::giveDelamInterfaceNum(), oofem::Delamination::giveDelamXiCoord(), oofem::Shell7Base::giveGlobalZcoord(), oofem::Shell7Base::giveOrderingDofTypes(), oofem::Shell7Base::layeredCS, oofem::local_cs(), oofem::FloatMatrix::resize(), oofem::unrotate(), and oofem::FloatMatrix::zero().

Referenced by computeCohesiveTangent().

computeDiscGeneralizedStrainVector()

void oofem::Shell7BaseXFEM::computeDiscGeneralizedStrainVector ( FloatArray & dGenEps, const FloatArray & lCoords, EnrichmentItem * ei, TimeStep * tStep )

protected

Definition at line 246 of file shell7basexfem.C.

References oofem::FloatArray::beProductOf(), computeDiscSolutionVector(), computeEnrichedBmatrixAt(), and oofem::EnrichmentItem::giveEIDofIdArray().

Referenced by evalCovarBaseVectorsAt().

computeDiscSolutionVector()

void oofem::Shell7BaseXFEM::computeDiscSolutionVector ( IntArray & dofIdArray, TimeStep * tStep, FloatArray & solVecD )

protected

Definition at line 259 of file shell7basexfem.C.

References oofem::FloatArray::assemble(), oofem::Element::computeVectorOf(), oofem::IntArray::followedBy(), oofem::Shell7Base::giveOrderingNodes(), oofem::FloatArray::giveSize(), oofem::FloatArray::resize(), and oofem::FloatArray::zero().

Referenced by computeDiscGeneralizedStrainVector(), giveInternalForcesVector(), and vtkEvalUpdatedGlobalCoordinateAt().

computeEnrichedBmatrixAt()

void oofem::Shell7BaseXFEM::computeEnrichedBmatrixAt ( const FloatArray & lCoords, FloatMatrix & answer, EnrichmentItem * ei )

protected

Definition at line 1723 of file shell7basexfem.C.

References oofem::FloatArray::at(), oofem::FloatMatrix::at(), oofem::DISC_DOF_SCALE_FAC, oofem::EnrichmentItem::evaluateEnrFuncAt(), EvaluateEnrFuncInDofMan(), evaluateHeavisideXi(), oofem::Shell7Base::fei, oofem::Element::giveDofManager(), oofem::Element::giveDofManArray(), oofem::DofManager::giveGlobalNumber(), oofem::Element::giveNumberOfDofManagers(), oofem::EnrichmentItem::isDofManEnriched(), N, oofem::FloatMatrix::resize(), oofem::FloatArray::resizeWithValues(), oofem::FloatMatrix::times(), and oofem::FloatMatrix::zero().

Referenced by computeDiscGeneralizedStrainVector(), computeStiffnessMatrix(), discComputeBulkTangentMatrix(), discComputeSectionalForces(), giveFailedInterfaceNumber(), giveRecoveredTransverseInterfaceStress(), OLDcomputeStiffnessMatrix(), and recoverShearStress().

computeEnrichedNmatrixAt()

void oofem::Shell7BaseXFEM::computeEnrichedNmatrixAt ( const FloatArray & lCoords, FloatMatrix & answer, EnrichmentItem * ei )

protected

Definition at line 1848 of file shell7basexfem.C.

References oofem::FloatArray::at(), oofem::FloatMatrix::at(), oofem::Shell7Base::computeGlobalCoordinates(), oofem::DISC_DOF_SCALE_FAC, oofem::EnrichmentItem::evaluateEnrFuncAt(), EvaluateEnrFuncInDofMan(), evaluateHeavisideXi(), oofem::Shell7Base::fei, oofem::Element::giveDofManager(), oofem::Element::giveDofManArray(), oofem::Element::giveNumberOfDofManagers(), oofem::EnrichmentItem::isDofManEnriched(), N, oofem::FloatMatrix::resize(), oofem::FloatMatrix::times(), and oofem::FloatMatrix::zero().

Referenced by computeCohesiveNmatrixAt(), computeEnrTractionForce(), and giveDisUnknownsAt().

computeEnrTractionForce()

void oofem::Shell7BaseXFEM::computeEnrTractionForce ( FloatArray & answer, const int iedge, BoundaryLoad * edgeLoad, TimeStep * tStep, ValueModeType mode, EnrichmentItem * ei )

protected

Definition at line 1501 of file shell7basexfem.C.

References oofem::FloatArray::add(), oofem::FloatArray::assemble(), oofem::FloatArray::at(), oofem::FloatArray::beTProductOf(), oofem::FloatMatrix::beTranspositionOf(), computeEnrichedNmatrixAt(), oofem::BoundaryLoad::computeValueAt(), edgeComputeEnrichedNmatrixAt(), oofem::Shell7Base::edgeComputeLengthAround(), edgeEvalEnrCovarBaseVectorsAt(), oofem::Shell7Base::fei, oofem::BoundaryLoad::giveApproxOrder(), oofem::BoundaryLoad::giveCoordSystMode(), oofem::Shell7Base::giveEdgeDofMapping(), oofem::Element::giveInterpolation(), oofem::Shell7Base::giveOrderingDofTypes(), oofem::FloatArray::giveSize(), N, oofem::Element::numberOfGaussPoints, OOFEM_ERROR, oofem::FloatArray::plusProduct(), oofem::FloatArray::printYourself(), oofem::FloatArray::resize(), oofem::GaussIntegrationRule::SetUpPointsOnLine(), oofem::transpose(), and oofem::FloatArray::zero().

Referenced by computeBoundaryEdgeLoadVector().

computeFailureCriteriaQuantities()

void oofem::Shell7BaseXFEM::computeFailureCriteriaQuantities ( FailureCriteriaStatus * fc, TimeStep * tStep )

overrideprotectedvirtual

Todo

Ugly code and not tested in a while so probably broken

Reimplemented from oofem::FailureModuleElementInterface.

Definition at line 96 of file shell7basexfem.C.

References oofem::FloatArray::at(), oofem::IntArray::at(), oofem::FailureCriteriaStatus::el, oofem::FEMComponent::giveDomain(), oofem::ConnectivityTable::giveElementNeighbourList(), giveMaxCZDamages(), oofem::FEMComponent::giveNumber(), oofem::IntArray::giveSize(), oofem::Shell7Base::layeredCS, oofem::FailureCriteriaStatus::quantities, and Shell7BaseXFEM().

computeInterfaceJumpAt()

FloatArrayF< 3 > oofem::Shell7BaseXFEM::computeInterfaceJumpAt ( int interf, const FloatArrayF< 3 > & lCoords, TimeStep * tStep )

protected

Definition at line 271 of file shell7basexfem.C.

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

Referenced by computeCohesiveForces(), giveRecoveredTransverseInterfaceStress(), and recoverShearStress().

computeLambdaGMatricesDis()

std::array< FloatMatrixF< 3, 18 >, 3 > oofem::Shell7BaseXFEM::computeLambdaGMatricesDis ( double zeta )

protected

Definition at line 1232 of file shell7basexfem.C.

Referenced by computePressureTangentMatrixDis(), computeSectionalForcesAt(), discComputeBulkTangentMatrix(), and discComputeStiffness().

computeLambdaNMatrixDis()

FloatMatrixF< 3, 7 > oofem::Shell7BaseXFEM::computeLambdaNMatrixDis ( double zeta )

protected

Definition at line 1258 of file shell7basexfem.C.

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

Referenced by computeCohesiveForces(), computeCohesiveTangentAt(), and computePressureTangentMatrixDis().

computeMassMatrixNum()

void oofem::Shell7BaseXFEM::computeMassMatrixNum ( FloatMatrix & answer, TimeStep * tStep )

overrideprotectedvirtual

Todo

broken!

Reimplemented from oofem::Shell7Base.

Definition at line 1329 of file shell7basexfem.C.

References oofem::FloatMatrix::add(), oofem::FloatMatrix::assemble(), oofem::FloatArray::at(), oofem::FloatMatrix::at(), oofem::FloatMatrix::beTranspositionOf(), oofem::Shell7Base::computeNmatrixAt(), computeTripleProduct(), oofem::Shell7Base::computeVolumeAroundLayer(), oofem::FEMComponent::domain, oofem::FloatArray::dotProduct(), oofem::Material::give(), oofem::Element::giveCrossSection(), oofem::Shell7Base::giveGlobalZcoord(), giveNumberOfDofs(), oofem::Shell7Base::giveUnknownsAt(), oofem::Shell7Base::giveUpdatedSolutionVector(), oofem::Element::integrationRulesArray, oofem::Shell7Base::layeredCS, N, oofem::FloatMatrix::resize(), oofem::FloatMatrix::symmetrized(), and oofem::FloatMatrix::zero().

computeOrderingArray()

void oofem::Shell7BaseXFEM::computeOrderingArray ( IntArray & orderingArray, IntArray & activeDofsArray, EnrichmentItem * ei )

protected

Definition at line 315 of file shell7basexfem.C.

References oofem::IntArray::at(), oofem::DofManager::begin(), oofem::IntArray::clear(), oofem::DofManager::findDofWithDofId(), oofem::Element::giveDofManager(), giveDofManDofIDMask(), oofem::EnrichmentItem::giveEIDofIdArray(), oofem::Shell7Base::giveOrderingDofTypes(), oofem::IntArray::giveSize(), oofem::EnrichmentItem::isDofManEnriched(), oofem::Element::numberOfDofMans, and oofem::IntArray::resize().

Referenced by computeBoundaryEdgeLoadVector(), computeStiffnessMatrix(), giveInternalForcesVector(), OLDcomputeStiffnessMatrix(), and postInitialize().

computePressureTangentMatrixDis()

void oofem::Shell7BaseXFEM::computePressureTangentMatrixDis ( FloatMatrix & KCC, FloatMatrix & KCD, FloatMatrix & KDD, IntegrationPoint * ip, Load * load, const int iSurf, TimeStep * tStep )

protected

Todo

Fix 090814

Definition at line 1272 of file shell7basexfem.C.

References oofem::FloatMatrix::assemble(), oofem::FloatArray::at(), oofem::FloatArrayF< N >::at(), oofem::FloatArray::beProductOf(), oofem::Shell7Base::computeBmatrixAt(), oofem::Shell7Base::computeLambdaGMatrices(), computeLambdaGMatricesDis(), oofem::Shell7Base::computeLambdaNMatrix(), computeLambdaNMatrixDis(), oofem::Shell7Base::computeNmatrixAt(), computeTripleProduct(), oofem::Load::computeValueAt(), oofem::dot(), evalCovarBaseVectorsAt(), oofem::Shell7Base::giveAxialMatrix(), oofem::Shell7Base::giveGlobalZcoord(), oofem::ConstantPressureLoad::giveLoadOffset(), oofem::GaussPoint::giveNaturalCoordinates(), oofem::Shell7Base::giveOrderingDofTypes(), oofem::Shell7Base::giveUpdatedSolutionVector(), N, oofem::FloatMatrix::resize(), oofem::Tdot(), and oofem::FloatMatrix::zero().

Referenced by computeStiffnessMatrix(), and OLDcomputeStiffnessMatrix().

computeSectionalForcesAt()

FloatArray oofem::Shell7BaseXFEM::computeSectionalForcesAt ( IntegrationPoint * ip, Material * mat, TimeStep * tStep, FloatArray & genEps, double zeta )

protected

Definition at line 456 of file shell7basexfem.C.

References computeLambdaGMatricesDis(), oofem::Shell7Base::computeStressMatrix(), oofem::dot(), oofem::Shell7Base::evalInitialContravarBaseVectorsAt(), oofem::GaussPoint::giveNaturalCoordinates(), and oofem::FloatArray::plusProduct().

Referenced by discComputeSectionalForces().

computeStiffnessMatrix()

void oofem::Shell7BaseXFEM::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::Shell7Base.

Definition at line 803 of file shell7basexfem.C.

References activeDofsArrays, oofem::FloatMatrix::add(), oofem::FloatMatrix::assemble(), oofem::FloatMatrix::beProductOf(), oofem::FloatMatrix::beSubMatrixOf(), oofem::FloatMatrix::beTranspositionOf(), oofem::Element::boundaryLoadArray, oofem::FloatMatrix::clear(), computeCohesiveTangent(), computeEnrichedBmatrixAt(), computeOrderingArray(), computePressureTangentMatrixDis(), oofem::Shell7Base::computeVolumeAroundLayer(), oofem::DISC_DOF_SCALE_FAC, discComputeStiffness(), oofem::FEMComponent::domain, oofem::Delamination::evaluateEnrFuncAt(), oofem::Delamination::giveDelamXiCoord(), giveNumberOfDofs(), oofem::Shell7Base::giveOrderingDofTypes(), oofem::Shell7Base::giveUpdatedSolutionVector(), oofem::Element::integrationRulesArray, oofem::EnrichmentItem::isElementEnriched(), oofem::Shell7Base::layeredCS, OLDcomputeStiffnessMatrix(), orderingArrays, oofem::FloatMatrix::plusProductSymmUpper(), oofem::FloatMatrix::plusProductUnsym(), oofem::FloatMatrix::resize(), oofem::FloatMatrix::symmetrized(), oofem::FloatMatrix::times(), xMan, and oofem::FloatMatrix::zero().

computeTripleProduct()

void oofem::Shell7BaseXFEM::computeTripleProduct ( FloatMatrix & answer, const FloatMatrix & a, const FloatMatrix & b, const FloatMatrix & c )

protected

Definition at line 2871 of file shell7basexfem.C.

References oofem::FloatMatrix::beProductOf(), and oofem::FloatMatrix::beTProductOf().

Referenced by computeCohesiveTangentAt(), computeMassMatrixNum(), computePressureTangentMatrixDis(), and discComputeBulkTangentMatrix().

discComputeBulkTangentMatrix()

void oofem::Shell7BaseXFEM::discComputeBulkTangentMatrix ( FloatMatrix & KdIJ, IntegrationPoint * ip, EnrichmentItem * eiI, EnrichmentItem * eiJ, int layer, FloatMatrix A[3][3], TimeStep * tStep )

protectedvirtual

Definition at line 1158 of file shell7basexfem.C.

References oofem::FloatMatrix::assemble(), oofem::FloatArray::beProductOf(), oofem::FloatMatrix::beProductOf(), computeEnrichedBmatrixAt(), oofem::Shell7Base::computeLambdaGMatrices(), computeLambdaGMatricesDis(), computeTripleProduct(), oofem::Shell7Base::computeVolumeAroundLayer(), oofem::Shell7Base::giveGlobalZcoord(), oofem::GaussPoint::giveNaturalCoordinates(), oofem::FEMComponent::giveNumber(), oofem::Shell7Base::giveOrderingDofTypes(), oofem::Shell7Base::giveUpdatedSolutionVector(), oofem::FloatMatrix::plusProductSymmUpper(), oofem::FloatMatrix::resize(), oofem::FloatMatrix::symmetrized(), and oofem::FloatMatrix::zero().

Referenced by OLDcomputeStiffnessMatrix().

discComputeSectionalForces()

void oofem::Shell7BaseXFEM::discComputeSectionalForces ( FloatArray & answer, TimeStep * tStep, FloatArray & solVec, FloatArray & solVecD, EnrichmentItem * ei )

protected

Definition at line 421 of file shell7basexfem.C.

References oofem::FloatArray::assemble(), oofem::FloatArray::beProductOf(), oofem::FloatArray::beTProductOf(), computeEnrichedBmatrixAt(), computeSectionalForcesAt(), oofem::Shell7Base::computeVolumeAroundLayer(), oofem::FEMComponent::domain, oofem::Shell7Base::giveGlobalZcoord(), oofem::Shell7Base::giveOrderingDofTypes(), oofem::Element::integrationRulesArray, oofem::Shell7Base::layeredCS, oofem::FloatArray::resize(), oofem::FloatArray::zero(), and oofem::FloatMatrix::zero().

Referenced by giveInternalForcesVector().

discComputeStiffness()

void oofem::Shell7BaseXFEM::discComputeStiffness ( FloatMatrix & LCC, FloatMatrix & LDD, FloatMatrix & LDC, IntegrationPoint * ip, int layer, FloatMatrix A[3][3], TimeStep * tStep )

protectedvirtual

Definition at line 968 of file shell7basexfem.C.

References oofem::FloatMatrix::addProductOf(), oofem::FloatArray::beProductOf(), oofem::FloatMatrix::clear(), oofem::Shell7Base::computeLambdaGMatrices(), computeLambdaGMatricesDis(), oofem::Shell7Base::giveGlobalZcoord(), oofem::GaussPoint::giveNaturalCoordinates(), oofem::Shell7Base::giveUpdatedSolutionVector(), oofem::FloatMatrix::plusProductSymmUpper(), oofem::FloatMatrix::plusProductUnsym(), oofem::FloatMatrix::symmetrized(), and oofem::FloatMatrix::zero().

Referenced by computeStiffnessMatrix().

discGiveInitialSolutionVector()

void oofem::Shell7BaseXFEM::discGiveInitialSolutionVector ( FloatArray & answer, IntArray & eiDofIdArray )

protected

edgeComputeEnrichedBmatrixAt()

void oofem::Shell7BaseXFEM::edgeComputeEnrichedBmatrixAt ( const FloatArray & lCoords, FloatMatrix & answer, EnrichmentItem * ei, const int edge )

protected

Definition at line 1979 of file shell7basexfem.C.

References oofem::FloatArray::at(), oofem::FloatMatrix::at(), oofem::Shell7Base::computeGlobalCoordinates(), oofem::DISC_DOF_SCALE_FAC, oofem::EnrichmentItem::evaluateEnrFuncAt(), EvaluateEnrFuncInDofMan(), evaluateHeavisideXi(), oofem::Shell7Base::fei, oofem::Element::giveDofManager(), oofem::Element::giveDofManArray(), oofem::Shell7Base::giveNumberOfEdgeDofManagers(), oofem::Shell7Base::giveNumberOfEdgeDofs(), N, oofem::FloatMatrix::resize(), oofem::FloatMatrix::times(), and oofem::FloatMatrix::zero().

Referenced by edgeEvalEnrCovarBaseVectorsAt().

edgeComputeEnrichedNmatrixAt()

void oofem::Shell7BaseXFEM::edgeComputeEnrichedNmatrixAt ( const FloatArray & lCoords, FloatMatrix & answer, EnrichmentItem * ei, const int edge )

protected

Definition at line 1909 of file shell7basexfem.C.

References oofem::FloatMatrix::at(), oofem::Element::computeLocalCoordinates(), oofem::DISC_DOF_SCALE_FAC, oofem::EnrichmentItem::evaluateEnrFuncAt(), EvaluateEnrFuncInDofMan(), evaluateHeavisideXi(), oofem::Shell7Base::fei, oofem::Element::giveDofManager(), oofem::Element::giveDofManArray(), oofem::Shell7Base::giveNumberOfEdgeDofManagers(), oofem::Shell7Base::giveNumberOfEdgeDofs(), N, oofem::FloatMatrix::resize(), oofem::FloatArray::resizeWithValues(), oofem::FloatMatrix::times(), and oofem::FloatMatrix::zero().

Referenced by computeEnrTractionForce().

edgeEvalEnrCovarBaseVectorsAt()

FloatMatrixF< 3, 3 > oofem::Shell7BaseXFEM::edgeEvalEnrCovarBaseVectorsAt ( const FloatArrayF< 3 > & lCoords, const int iedge, TimeStep * tStep, EnrichmentItem * ei )

protected

Definition at line 1622 of file shell7basexfem.C.

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

Referenced by computeEnrTractionForce().

edgeGiveUpdatedSolutionVector()

void oofem::Shell7BaseXFEM::edgeGiveUpdatedSolutionVector ( FloatArray & answer, const int iedge, TimeStep * tStep )

overrideprotectedvirtual

Todo

should this be here?

Reimplemented from oofem::Shell7Base.

Definition at line 307 of file shell7basexfem.C.

References oofem::DISC_DOF_SCALE_FAC, and oofem::FloatArray::times().

Referenced by edgeEvalEnrCovarBaseVectorsAt().

errorInfo()

std::string oofem::Shell7BaseXFEM::errorInfo ( const char * func ) const

inline

Definition at line 173 of file shell7basexfem.h.

References giveClassName().

evalCovarBaseVectorsAt()

FloatMatrixF< 3, 3 > oofem::Shell7BaseXFEM::evalCovarBaseVectorsAt ( const FloatArrayF< 3 > & lCoords, FloatArray & solVec, TimeStep * tStep )

overrideprotectedvirtual

Reimplemented from oofem::Shell7Base.

Definition at line 224 of file shell7basexfem.C.

References computeDiscGeneralizedStrainVector(), oofem::EnrichmentItem::isElementEnriched(), and xMan.

Referenced by computePressureTangentMatrixDis().

evaluateCutHeaviside()

double oofem::Shell7BaseXFEM::evaluateCutHeaviside ( const double xi, const double xiBottom, const double xiTop ) const

protected

Definition at line 554 of file shell7basexfem.C.

Referenced by evaluateHeavisideXi(), and evaluateHeavisideXi().

EvaluateEnrFuncInDofMan()

double oofem::Shell7BaseXFEM::EvaluateEnrFuncInDofMan ( int dofManNum, EnrichmentItem * ei )

protected

Definition at line 1816 of file shell7basexfem.C.

References oofem::Element::computeLocalCoordinates(), oofem::EnrichmentItem::evalLevelSetNormalInNode(), oofem::EnrichmentItem::evaluateEnrFuncAt(), oofem::DofManager::giveCoordinates(), oofem::Element::giveDofManager(), oofem::DofManager::giveGlobalNumber(), oofem::EnrichmentItem::isDofManEnriched(), and oofem::FloatArray::resizeWithValues().

Referenced by computeEnrichedBmatrixAt(), computeEnrichedNmatrixAt(), edgeComputeEnrichedBmatrixAt(), and edgeComputeEnrichedNmatrixAt().

evaluateHeavisideXi() [1/2]

double oofem::Shell7BaseXFEM::evaluateHeavisideXi ( double xi, Delamination * ei )

protected

Definition at line 544 of file shell7basexfem.C.

References evaluateCutHeaviside(), oofem::Delamination::giveBoundingDelamXiCoord(), and oofem::Delamination::giveDelamXiCoord().

evaluateHeavisideXi() [2/2]

double oofem::Shell7BaseXFEM::evaluateHeavisideXi ( double xi, ShellCrack * ei )

protected

Definition at line 534 of file shell7basexfem.C.

References evaluateCutHeaviside(), oofem::ShellCrack::xiBottom, and oofem::ShellCrack::xiTop.

Referenced by computeEnrichedBmatrixAt(), computeEnrichedNmatrixAt(), edgeComputeEnrichedBmatrixAt(), edgeComputeEnrichedNmatrixAt(), and oofem::Tr2Shell7XFEM::updateIntegrationRuleMultiCrack().

evaluateLevelSet()

double oofem::Shell7BaseXFEM::evaluateLevelSet ( const FloatArray & lCoords, EnrichmentItem * ei )

protected

Definition at line 481 of file shell7basexfem.C.

References oofem::FloatArray::at(), oofem::Shell7Base::fei, oofem::Element::giveDofManArray(), oofem::HybridEI::interpLevelSet(), N, and OOFEM_ERROR.

Referenced by giveCZExportData(), and giveShellExportData().

giveAverageTransverseInterfaceStress()

void oofem::Shell7BaseXFEM::giveAverageTransverseInterfaceStress	(	std::vector< FloatMatrix > &	transverseStress,
		TimeStep *	tStep )

TODO generalise this;

Definition at line 3298 of file shell7basexfem.C.

References oofem::FloatArray::at(), oofem::Shell7Base::giveIPValue(), oofem::Element::integrationRulesArray, oofem::Shell7Base::layeredCS, and oofem::Shell7Base::numInPlaneIP.

Referenced by giveFailedInterfaceNumber().

giveBoundaryLocationArray()

void oofem::Shell7BaseXFEM::giveBoundaryLocationArray ( IntArray & locationArray, const IntArray & bNodes, const UnknownNumberingScheme & s, IntArray * dofIds )

inlineoverrideprotectedvirtual

Returns the location array for the boundary of the element. Only takes into account nodes in the bNodes vector.

Reimplemented from oofem::Element.

Definition at line 120 of file shell7basexfem.h.

References oofem::Element::giveLocationArray().

giveClassName()

const char * oofem::Shell7BaseXFEM::giveClassName ( ) const

inlineoverridevirtual

Returns

Class name of the receiver.

Reimplemented from oofem::Shell7Base.

Reimplemented in oofem::Tr2Shell7XFEM.

Definition at line 172 of file shell7basexfem.h.

Referenced by errorInfo().

giveCompositeExportData() [1/2]

void oofem::Shell7BaseXFEM::giveCompositeExportData ( ExportRegion & vtkPiece, IntArray & primaryVarsToExport, IntArray & internalVarsToExport, IntArray cellVarsToExport, TimeStep * tStep )

overrideprotectedvirtual

Reimplemented from oofem::VTKXMLExportModuleElementInterface.

Definition at line 2139 of file shell7basexfem.C.

References giveCZExportData().

giveCompositeExportData() [2/2]

void oofem::Shell7BaseXFEM::giveCompositeExportData ( std::vector< ExportRegion > & vtkPieces, IntArray & primaryVarsToExport, IntArray & internalVarsToExport, IntArray cellVarsToExport, TimeStep * tStep )

overrideprotectedvirtual

Reimplemented from oofem::Shell7Base.

Definition at line 2130 of file shell7basexfem.C.

References giveShellExportData().

giveCZExportData()

void oofem::Shell7BaseXFEM::giveCZExportData ( ExportRegion & vtkPiece, IntArray & primaryVarsToExport, IntArray & internalVarsToExport, IntArray cellVarsToExport, TimeStep * tStep )

protected

Definition at line 2606 of file shell7basexfem.C.

References allTri, oofem::FloatArray::at(), oofem::IntArray::at(), oofem::FloatArray::beColumnOf(), oofem::VTKBaseExportModule::computeIPAverage(), oofem::Shell7Base::convV6ToV9Stress(), oofem::EnrichmentItem::evalLevelSetTangInNode(), oofem::EnrichmentItem::evalNodeEnrMarkerInNode(), evaluateLevelSet(), oofem::XfemManager::giveEnrichmentItem(), giveFictiousCZNodeCoordsForExport(), giveFictiousUpdatedCZNodeCoordsForExport(), oofem::giveInternalStateValueType(), giveLocalNodeCoordsForExport(), oofem::Element::giveNode(), oofem::FEMComponent::giveNumber(), oofem::XfemManager::giveNumberOfEnrichmentItems(), oofem::IntArray::giveSize(), oofem::Element::integrationRulesArray, interpolationForExport, oofem::ISVT_TENSOR_S3, oofem::Shell7Base::layeredCS, mapXi3FromLocalToShell(), oofem::Shell7Base::NodalRecoveryMI_recoverValues(), recoverValuesFromCZIP(), oofem::FloatArray::resize(), oofem::ExportRegion::setCellType(), oofem::ExportRegion::setCellVar(), oofem::ExportRegion::setConnectivity(), oofem::ExportRegion::setInternalVarInNode(), oofem::ExportRegion::setInternalXFEMVarInNode(), oofem::ExportRegion::setNodeCoords(), oofem::ExportRegion::setNumberOfCells(), oofem::ExportRegion::setNumberOfCellVarsToExport(), oofem::ExportRegion::setNumberOfInternalVarsToExport(), oofem::ExportRegion::setNumberOfInternalXFEMVarsToExport(), oofem::ExportRegion::setNumberOfNodes(), oofem::ExportRegion::setNumberOfPrimaryVarsToExport(), oofem::ExportRegion::setOffset(), oofem::ExportRegion::setPrimaryVarInNode(), oofem::XfemManager::vtkExportFields, and xMan.

Referenced by giveCompositeExportData().

giveDisUnknownsAt()

void oofem::Shell7BaseXFEM::giveDisUnknownsAt ( const FloatArrayF< 3 > & lCoords, EnrichmentItem * ei, const FloatArray & solVec, FloatArrayF< 3 > & x, FloatArrayF< 3 > & m, double & gam, TimeStep * tStep )

protected

Definition at line 2116 of file shell7basexfem.C.

References oofem::FloatArray::at(), oofem::FloatArray::beProductOf(), and computeEnrichedNmatrixAt().

Referenced by vtkEvalUpdatedGlobalCoordinateAt().

giveDofManDofIDMask()

void oofem::Shell7BaseXFEM::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::Shell7Base.

Definition at line 202 of file shell7basexfem.C.

References oofem::IntArray::followedBy(), oofem::Element::giveDofManager(), oofem::FEMComponent::giveDomain(), oofem::EnrichmentItem::giveEIDofIdArray(), oofem::EnrichmentItem::isDofManEnriched(), and xMan.

Referenced by computeOrderingArray().

giveFailedInterfaceNumber()

void oofem::Shell7BaseXFEM::giveFailedInterfaceNumber	(	IntArray &	failedInterfaces,
		FloatArray &	initiationFactor,
		TimeStep *	tStep,
		bool	recoverStresses = true )

TODO: add general failure criterion.

Definition at line 3166 of file shell7basexfem.C.

References oofem::FloatArray::at(), oofem::FloatMatrix::at(), oofem::FloatArray::beColumnOf(), oofem::FloatMatrix::beLocalCoordSys(), oofem::FloatArray::beProductOf(), oofem::IntArray::clear(), computeEnrichedBmatrixAt(), czIntegrationRulesArray, DelaminatedInterfaceList, oofem::Shell7Base::evalCovarNormalAt(), oofem::IntArray::followedBy(), giveAverageTransverseInterfaceStress(), oofem::Element::giveGlobalNumber(), oofem::StructuralInterfaceMaterial::giveInterfaceStrength(), oofem::Shell7Base::giveLayeredCS(), oofem::GaussPoint::giveNaturalCoordinate(), giveRecoveredTransverseInterfaceStress(), oofem::FloatArray::giveSize(), oofem::IntArray::giveSize(), oofem::Shell7Base::giveUpdatedSolutionVector(), oofem::Shell7Base::layeredCS, N, OOFEM_ERROR, oofem::FloatArray::resize(), oofem::FloatArray::rotatedWith(), and oofem::FloatArray::times().

giveFictiousCZNodeCoordsForExport()

std::vector< FloatArray > oofem::Shell7BaseXFEM::giveFictiousCZNodeCoordsForExport ( int layer, int subCell )

protected

Definition at line 2395 of file shell7basexfem.C.

References oofem::FloatArray::beColumnOf(), giveLocalCZNodeCoordsForExport(), oofem::FloatMatrix::giveNumberOfColumns(), and oofem::Shell7Base::vtkEvalInitialGlobalCZCoordinateAt().

Referenced by giveCZExportData().

giveFictiousNodeCoordsForExport()

std::vector< FloatArray > oofem::Shell7BaseXFEM::giveFictiousNodeCoordsForExport ( int layer, int subCell )

protected

Todo

Check this Jim, you overwrite "localCoords" the the code above is useless.

Definition at line 2368 of file shell7basexfem.C.

References oofem::FloatArray::at(), oofem::FloatArray::beColumnOf(), giveLocalNodeCoordsForExport(), oofem::FloatMatrix::giveNumberOfColumns(), and oofem::Shell7Base::vtkEvalInitialGlobalCoordinateAt().

Referenced by giveShellExportData().

giveFictiousUpdatedCZNodeCoordsForExport()

std::vector< FloatArray > oofem::Shell7BaseXFEM::giveFictiousUpdatedCZNodeCoordsForExport ( int layer, TimeStep * tStep, int subCell )

protected

Definition at line 2449 of file shell7basexfem.C.

References oofem::FloatArray::at(), oofem::FloatArray::beColumnOf(), giveLocalCZNodeCoordsForExport(), oofem::FloatMatrix::giveNumberOfColumns(), interpolationForCZExport, oofem::Shell7Base::layeredCS, and vtkEvalUpdatedGlobalCoordinateAt().

Referenced by giveCZExportData().

giveFictiousUpdatedNodeCoordsForExport()

std::vector< FloatArray > oofem::Shell7BaseXFEM::giveFictiousUpdatedNodeCoordsForExport ( int layer, TimeStep * tStep, int subCell )

protected

Definition at line 2415 of file shell7basexfem.C.

References oofem::FloatArray::at(), oofem::FloatArray::beColumnOf(), giveLocalNodeCoordsForExport(), oofem::FloatMatrix::giveNumberOfColumns(), interpolationForExport, oofem::Shell7Base::layeredCS, and vtkEvalUpdatedGlobalCoordinateAt().

Referenced by giveShellExportData().

giveInterface()

Interface * oofem::Shell7BaseXFEM::giveInterface ( InterfaceType t )

overridevirtual

Interface requesting service.

See also

InterfaceType

Returns

Requested interface if implemented, otherwise NULL.

Todo

remove

Reimplemented from oofem::Shell7Base.

Definition at line 189 of file shell7basexfem.C.

References oofem::XfemElementInterface::XfemElementInterface(), and oofem::XfemElementInterfaceType.

giveInternalForcesVector()

void oofem::Shell7BaseXFEM::giveInternalForcesVector ( FloatArray & answer, TimeStep * tStep, int useUpdatedGpRecord )

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::Shell7Base.

Definition at line 369 of file shell7basexfem.C.

References activeDofsArrays, oofem::FloatArray::assemble(), oofem::FloatArray::beSubArrayOf(), computeCohesiveForces(), computeDiscSolutionVector(), computeOrderingArray(), oofem::Shell7Base::computeSectionalForces(), discComputeSectionalForces(), oofem::EnrichmentItem::giveEIDofIdArray(), giveNumberOfDofs(), oofem::Shell7Base::giveUpdatedSolutionVector(), hasCohesiveZone(), oofem::EnrichmentItem::isElementEnriched(), orderingArrays, oofem::FloatArray::resize(), xMan, and oofem::FloatArray::zero().

giveLocalCZNodeCoordsForExport()

void oofem::Shell7BaseXFEM::giveLocalCZNodeCoordsForExport ( FloatArray & nodeLocalXi1Coords, FloatArray & nodeLocalXi2Coords, FloatArray & nodeLocalXi3Coords, int subCell, FloatMatrix & localNodeCoords )

protected

Definition at line 2556 of file shell7basexfem.C.

References allTri, oofem::FloatArray::at(), oofem::FloatMatrix::beTranspositionOf(), oofem::Element::computeLocalCoordinates(), and oofem::FloatMatrix::fromCols().

Referenced by giveFictiousCZNodeCoordsForExport(), and giveFictiousUpdatedCZNodeCoordsForExport().

giveLocalNodeCoordsForExport()

void oofem::Shell7BaseXFEM::giveLocalNodeCoordsForExport ( FloatArray & nodeLocalXi1Coords, FloatArray & nodeLocalXi2Coords, FloatArray & nodeLocalXi3Coords, int subCell, int layer, FloatMatrix & localNodeCoords )

protected

Definition at line 2501 of file shell7basexfem.C.

References oofem::FloatArray::at(), oofem::FloatMatrix::beTranspositionOf(), oofem::Element::computeLocalCoordinates(), crackSubdivisions, and oofem::FloatMatrix::fromCols().

Referenced by giveCZExportData(), giveFictiousNodeCoordsForExport(), giveFictiousUpdatedNodeCoordsForExport(), and giveShellExportData().

giveMaxCZDamages()

void oofem::Shell7BaseXFEM::giveMaxCZDamages	(	FloatArray &	answer,
		TimeStep *	tStep )

Definition at line 569 of file shell7basexfem.C.

References oofem::FloatArray::at(), czIntegrationRulesArray, oofem::StructuralInterfaceMaterial::giveIPValue(), hasCohesiveZone(), oofem::Shell7Base::layeredCS, oofem::max(), and oofem::FloatArray::resize().

Referenced by computeFailureCriteriaQuantities().

giveNumberOfDofs()

int oofem::Shell7BaseXFEM::giveNumberOfDofs ( )

overridevirtual

Returns

Number of DOFs in element.

Reimplemented from oofem::Shell7Base.

Definition at line 285 of file shell7basexfem.C.

References oofem::Element::giveDofManager(), oofem::EnrichmentItem::giveEIDofIdArray(), oofem::Element::giveNumberOfDofManagers(), oofem::IntArray::giveSize(), oofem::EnrichmentItem::isDofManEnriched(), and xMan.

Referenced by computeCohesiveTangent(), computeMassMatrixNum(), computeStiffnessMatrix(), giveInternalForcesVector(), and OLDcomputeStiffnessMatrix().

giveRecoveredTransverseInterfaceStress()

void oofem::Shell7BaseXFEM::giveRecoveredTransverseInterfaceStress ( std::vector< FloatMatrix > & transverseStress, TimeStep * tStep )

overridevirtual

TODO generalise this

Reimplemented from oofem::Shell7Base.

Definition at line 3337 of file shell7basexfem.C.

References oofem::FloatMatrix::add(), oofem::FloatArray::at(), oofem::IntArray::at(), oofem::FloatMatrix::beLocalCoordSys(), oofem::FloatArray::beProductOf(), oofem::IntArray::clear(), computeEnrichedBmatrixAt(), oofem::Shell7Base::computeFAt(), computeInterfaceJumpAt(), czIntegrationRulesArray, oofem::Shell7Base::evalCovarNormalAt(), oofem::Shell7Base::evalInitialCovarNormalAt(), oofem::Shell7Base::fitRecoveredStress2BC(), oofem::IntArray::followedBy(), oofem::Delamination::giveDelamInterfaceNum(), oofem::Delamination::giveDelamXiCoord(), oofem::StructuralInterfaceMaterial::giveFirstPKTraction_3d(), oofem::Element::giveGlobalNumber(), oofem::Shell7Base::giveLayerContributionToSR(), oofem::IntArray::giveSize(), oofem::Material::giveStatus(), oofem::StructuralInterfaceMaterialStatus::giveTempFirstPKTraction(), oofem::Shell7Base::giveTractionBC(), oofem::Shell7Base::giveUpdatedSolutionVector(), hasCohesiveZone(), oofem::EnrichmentItem::isElementEnriched(), jump(), oofem::Shell7Base::layeredCS, oofem::Shell7Base::numInPlaneIP, OOFEM_ERROR, oofem::FloatMatrix::resize(), oofem::FloatArray::rotatedWith(), oofem::FloatMatrix::rotatedWith(), oofem::IntArray::sort(), xMan, and oofem::FloatArray::zero().

Referenced by giveFailedInterfaceNumber().

giveShellExportData()

void oofem::Shell7BaseXFEM::giveShellExportData ( ExportRegion & vtkPiece, IntArray & primaryVarsToExport, IntArray & internalVarsToExport, IntArray cellVarsToExport, TimeStep * tStep )

overrideprotectedvirtual

Reimplemented from oofem::Shell7Base.

Definition at line 2146 of file shell7basexfem.C.

References oofem::FloatArray::at(), oofem::IntArray::at(), oofem::FloatArray::beColumnOf(), oofem::Shell7Base::convV6ToV9Stress(), oofem::EnrichmentItem::evalLevelSetTangInNode(), oofem::EnrichmentItem::evalNodeEnrMarkerInNode(), evaluateLevelSet(), oofem::DofManager::giveCoordinates(), oofem::XfemManager::giveEnrichmentItem(), giveFictiousNodeCoordsForExport(), giveFictiousUpdatedNodeCoordsForExport(), oofem::giveInternalStateValueType(), giveLocalNodeCoordsForExport(), oofem::Element::giveNode(), oofem::FEMComponent::giveNumber(), oofem::XfemManager::giveNumberOfEnrichmentItems(), oofem::IntArray::giveSize(), oofem::Element::integrationRulesArray, interpolationForExport, oofem::ISVT_TENSOR_S3, oofem::Shell7Base::layeredCS, mapXi3FromLocalToShell(), oofem::Shell7Base::NodalRecoveryMI_recoverValues(), numSubDivisionsArray, oofem::Shell7Base::recoverValuesFromIP(), oofem::FloatArray::resize(), oofem::ExportRegion::setCellType(), oofem::ExportRegion::setCellVar(), oofem::ExportRegion::setConnectivity(), oofem::ExportRegion::setInternalVarInNode(), oofem::ExportRegion::setInternalXFEMVarInNode(), oofem::ExportRegion::setNodeCoords(), oofem::ExportRegion::setNumberOfCells(), oofem::ExportRegion::setNumberOfCellVarsToExport(), oofem::ExportRegion::setNumberOfInternalVarsToExport(), oofem::ExportRegion::setNumberOfInternalXFEMVarsToExport(), oofem::ExportRegion::setNumberOfNodes(), oofem::ExportRegion::setNumberOfPrimaryVarsToExport(), oofem::ExportRegion::setOffset(), oofem::ExportRegion::setPrimaryVarInNode(), oofem::FloatArray::subtract(), oofem::XfemManager::vtkExportFields, and xMan.

Referenced by giveCompositeExportData().

hasCohesiveZone()

bool oofem::Shell7BaseXFEM::hasCohesiveZone

(

int

interfaceNum

)

Definition at line 179 of file shell7basexfem.C.

References oofem::Shell7Base::layeredCS.

Referenced by giveInternalForcesVector(), giveMaxCZDamages(), giveRecoveredTransverseInterfaceStress(), recoverShearStress(), and updateYourself().

initializeFrom()

void oofem::Shell7BaseXFEM::initializeFrom ( InputRecord & ir, int priority )

overridevirtual

Reimplemented from oofem::Shell7Base.

Definition at line 169 of file shell7basexfem.C.

References _IFT_Shell7BaseXFEM_CohesiveZoneMaterial, oofem::InputRecord::hasField(), and OOFEM_ERROR.

jump()

void oofem::Shell7BaseXFEM::jump ( FloatMatrix lambda, FloatArray deltaUnknowns )

private

Referenced by computeCohesiveForces(), giveRecoveredTransverseInterfaceStress(), and recoverShearStress().

mapXi3FromLocalToShell()

void oofem::Shell7BaseXFEM::mapXi3FromLocalToShell ( FloatArray & answer, FloatArray & local, int layer )

protected

Definition at line 2483 of file shell7basexfem.C.

References oofem::FloatArray::at(), oofem::Shell7Base::layeredCS, and oofem::FloatArray::resize().

Referenced by giveCZExportData(), and giveShellExportData().

OLDcomputeStiffnessMatrix()

void oofem::Shell7BaseXFEM::OLDcomputeStiffnessMatrix ( FloatMatrix & answer, MatResponseMode rMode, TimeStep * tStep )

protectedvirtual

Definition at line 1006 of file shell7basexfem.C.

References activeDofsArrays, oofem::FloatMatrix::add(), oofem::FloatMatrix::assemble(), oofem::FloatMatrix::beSubMatrixOf(), oofem::FloatMatrix::beTranspositionOf(), oofem::Element::boundaryLoadArray, computeCohesiveTangent(), computeEnrichedBmatrixAt(), computeOrderingArray(), computePressureTangentMatrixDis(), oofem::DISC_DOF_SCALE_FAC, discComputeBulkTangentMatrix(), oofem::FEMComponent::domain, oofem::Delamination::evaluateEnrFuncAt(), oofem::Delamination::giveDelamXiCoord(), giveNumberOfDofs(), oofem::Shell7Base::giveUpdatedSolutionVector(), oofem::Element::integrationRulesArray, oofem::EnrichmentItem::isElementEnriched(), oofem::Shell7Base::layeredCS, orderingArrays, oofem::FloatMatrix::resize(), oofem::FloatMatrix::times(), xMan, and oofem::FloatMatrix::zero().

Referenced by computeStiffnessMatrix().

postInitialize()

void oofem::Shell7BaseXFEM::postInitialize ( )

overrideprotectedvirtual

Performs post initialization steps.

Reimplemented from oofem::Shell7Base.

Definition at line 76 of file shell7basexfem.C.

References activeDofsArrays, computeOrderingArray(), oofem::FEMComponent::giveDomain(), oofem::EnrichmentItem::isElementEnriched(), orderingArrays, and xMan.

recoverShearStress()

void oofem::Shell7BaseXFEM::recoverShearStress ( TimeStep * tStep )

overrideprotectedvirtual

TODO generalise this

Reimplemented from oofem::Shell7Base.

Definition at line 2881 of file shell7basexfem.C.

References oofem::FloatMatrix::add(), oofem::FloatArray::at(), oofem::FloatMatrix::at(), oofem::IntArray::at(), oofem::FloatMatrix::beLocalCoordSys(), oofem::FloatArray::beProductOf(), oofem::IntArray::clear(), computeEnrichedBmatrixAt(), oofem::Shell7Base::computeFAt(), computeInterfaceJumpAt(), czIntegrationRulesArray, oofem::Shell7Base::evalCovarNormalAt(), oofem::Shell7Base::evalInitialCovarNormalAt(), oofem::Shell7Base::fitRecoveredStress2BC(), oofem::IntArray::followedBy(), oofem::Delamination::giveDelamInterfaceNum(), oofem::Delamination::giveDelamXiCoord(), oofem::StructuralInterfaceMaterialStatus::giveFirstPKTraction(), oofem::StructuralInterfaceMaterial::giveFirstPKTraction_3d(), oofem::Element::giveGlobalNumber(), oofem::Shell7Base::giveLayerContributionToSR(), oofem::IntArray::giveSize(), oofem::Material::giveStatus(), oofem::StructuralInterfaceMaterialStatus::giveTempFirstPKTraction(), oofem::Shell7Base::giveTractionBC(), oofem::Shell7Base::giveUpdatedSolutionVector(), hasCohesiveZone(), oofem::EnrichmentItem::isElementEnriched(), jump(), oofem::Shell7Base::layeredCS, oofem::Shell7Base::numInPlaneIP, OOFEM_ERROR, oofem::FloatArray::printYourself(), oofem::FloatMatrix::printYourself(), oofem::FloatMatrix::resize(), oofem::FloatArray::rotatedWith(), oofem::FloatMatrix::rotatedWith(), oofem::IntArray::sort(), oofem::Shell7Base::updateLayerTransvStressesSR(), xMan, oofem::FloatArray::zero(), and oofem::FloatMatrix::zero().

recoverValuesFromCZIP()

void oofem::Shell7BaseXFEM::recoverValuesFromCZIP ( std::vector< FloatArray > & recoveredValues, int interfce, InternalStateType type, TimeStep * tStep )

protected

Definition at line 2813 of file shell7basexfem.C.

References oofem::IntArray::at(), oofem::FloatArray::beColumnOf(), oofem::Shell7Base::convV6ToV9Stress(), czIntegrationRulesArray, oofem::distance(), oofem::giveInternalStateTypeSize(), oofem::giveInternalStateValueType(), oofem::GaussPoint::giveNaturalCoordinates(), oofem::FloatMatrix::giveNumberOfColumns(), oofem::FloatArray::giveSize(), interpolationForCZExport, oofem::ISVT_TENSOR_S3, oofem::Shell7Base::layeredCS, and oofem::FloatArray::resize().

Referenced by giveCZExportData().

updateYourself()

void oofem::Shell7BaseXFEM::updateYourself ( TimeStep * tStep )

overrideprotectedvirtual

Updates element state after equilibrium in time step has been reached. Default implementation updates all integration rules defined by integrationRulesArray member variable. Doing this, all integration points and their material statuses are updated also. All temporary history variables, which now describe equilibrium state are copied into equilibrium ones. The existing internal state is used for update.

Parameters

tStep

Time step for newly reached state.

See also

Material::updateYourself

IntegrationRule::updateYourself

GaussPoint::updateYourself

Element::updateInternalState

Reimplemented from oofem::Element.

Definition at line 663 of file shell7basexfem.C.

References czIntegrationRulesArray, hasCohesiveZone(), and oofem::Shell7Base::layeredCS.

vtkEvalUpdatedGlobalCoordinateAt()

FloatArrayF< 3 > oofem::Shell7BaseXFEM::vtkEvalUpdatedGlobalCoordinateAt ( const FloatArrayF< 3 > & localCoords, int layer, TimeStep * tStep )

overrideprotectedvirtual

Reimplemented from oofem::Shell7Base.

Definition at line 2079 of file shell7basexfem.C.

References computeDiscSolutionVector(), giveDisUnknownsAt(), oofem::EnrichmentItem::giveEIDofIdArray(), oofem::Shell7Base::giveGlobalZcoord(), oofem::Shell7Base::giveUpdatedSolutionVector(), oofem::EnrichmentItem::isElementEnriched(), and xMan.

Referenced by computeInterfaceJumpAt(), giveFictiousUpdatedCZNodeCoordsForExport(), and giveFictiousUpdatedNodeCoordsForExport().

Member Data Documentation

activeDofsArrays

std::vector< IntArray > oofem::Shell7BaseXFEM::activeDofsArrays

protected

Definition at line 160 of file shell7basexfem.h.

Referenced by computeCohesiveTangent(), computeStiffnessMatrix(), giveInternalForcesVector(), OLDcomputeStiffnessMatrix(), and postInitialize().

allTri

std :: vector< Triangle > oofem::Shell7BaseXFEM::allTri

protected

Definition at line 142 of file shell7basexfem.h.

Referenced by giveCZExportData(), and giveLocalCZNodeCoordsForExport().

crackSubdivisions

std :: vector< std :: vector< Triangle > > oofem::Shell7BaseXFEM::crackSubdivisions

protected

Definition at line 144 of file shell7basexfem.h.

Referenced by giveLocalNodeCoordsForExport(), and oofem::Tr2Shell7XFEM::updateIntegrationRuleMultiCrack().

czIntegrationRulesArray

std :: vector< std :: unique_ptr< IntegrationRule > > oofem::Shell7BaseXFEM::czIntegrationRulesArray

Definition at line 186 of file shell7basexfem.h.

Referenced by computeCohesiveForces(), computeCohesiveTangentAt(), oofem::Tr2Shell7XFEM::computeGaussPoints(), giveFailedInterfaceNumber(), giveMaxCZDamages(), giveRecoveredTransverseInterfaceStress(), recoverShearStress(), recoverValuesFromCZIP(), oofem::Tr2Shell7XFEM::updateIntegrationRuleMultiCrack(), and updateYourself().

DelaminatedInterfaceList

IntArray oofem::Shell7BaseXFEM::DelaminatedInterfaceList

protected

Definition at line 137 of file shell7basexfem.h.

Referenced by giveFailedInterfaceNumber().

interpolationForCZExport

FEI3dTrQuad oofem::Shell7BaseXFEM::interpolationForCZExport

protected

Definition at line 156 of file shell7basexfem.h.

Referenced by giveFictiousUpdatedCZNodeCoordsForExport(), and recoverValuesFromCZIP().

interpolationForExport

FEI3dWedgeQuad oofem::Shell7BaseXFEM::interpolationForExport

protected

Definition at line 157 of file shell7basexfem.h.

Referenced by giveCZExportData(), giveFictiousUpdatedNodeCoordsForExport(), and giveShellExportData().

IPK_Shell7BaseXFEM_CohesiveZoneMaterial

ParamKey oofem::Shell7BaseXFEM::IPK_Shell7BaseXFEM_CohesiveZoneMaterial

staticprotected

Definition at line 66 of file shell7basexfem.h.

numSubDivisionsArray

IntArray oofem::Shell7BaseXFEM::numSubDivisionsArray

protected

Definition at line 145 of file shell7basexfem.h.

Referenced by giveShellExportData(), and oofem::Tr2Shell7XFEM::updateIntegrationRuleMultiCrack().

orderingArrays

std::vector< IntArray > oofem::Shell7BaseXFEM::orderingArrays

protected

Definition at line 159 of file shell7basexfem.h.

Referenced by computeCohesiveTangent(), computeStiffnessMatrix(), giveInternalForcesVector(), OLDcomputeStiffnessMatrix(), and postInitialize().

xMan

XfemManager* oofem::Shell7BaseXFEM::xMan

protected

Definition at line 68 of file shell7basexfem.h.

Referenced by computeBoundaryEdgeLoadVector(), computeCohesiveTangent(), oofem::Tr2Shell7XFEM::computeGaussPoints(), computeStiffnessMatrix(), evalCovarBaseVectorsAt(), giveCZExportData(), giveDofManDofIDMask(), giveInternalForcesVector(), giveNumberOfDofs(), giveRecoveredTransverseInterfaceStress(), giveShellExportData(), OLDcomputeStiffnessMatrix(), postInitialize(), recoverShearStress(), oofem::Tr2Shell7XFEM::updateIntegrationRuleMultiCrack(), and vtkEvalUpdatedGlobalCoordinateAt().

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

• shell7basexfem.h
• shell7basexfem.C