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OOFEM 3.0
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#include <qtrplanstrssxfem.h>
Public Member Functions | |
| QTrPlaneStress2dXFEM (int n, Domain *d) | |
| virtual | ~QTrPlaneStress2dXFEM () |
| Interface * | giveInterface (InterfaceType it) override |
| const char * | giveInputRecordName () const override |
| const char * | giveClassName () const override |
| int | computeNumberOfDofs () override |
| void | computeGaussPoints () override |
| void | computeNmatrixAt (const FloatArray &iLocCoord, FloatMatrix &answer) override |
| void | computeBmatrixAt (GaussPoint *gp, FloatMatrix &answer, int lowerIndx=1, int upperIndx=ALL_STRAINS) override |
| void | computeBHmatrixAt (GaussPoint *gp, FloatMatrix &answer) override |
| void | giveDofManDofIDMask (int inode, IntArray &answer) const override |
| void | computeConstitutiveMatrixAt (FloatMatrix &answer, MatResponseMode rMode, GaussPoint *, TimeStep *tStep) override |
| void | computeStressVector (FloatArray &answer, const FloatArray &strain, GaussPoint *gp, TimeStep *tStep) override |
| void | computeStiffnessMatrix (FloatMatrix &answer, MatResponseMode rMode, TimeStep *tStep) override |
| void | computeDeformationGradientVector (FloatArray &answer, GaussPoint *gp, TimeStep *tStep) override |
| void | giveInternalForcesVector (FloatArray &answer, TimeStep *tStep, int useUpdatedGpRecord) override |
| void | computeConsistentMassMatrix (FloatMatrix &answer, TimeStep *tStep, double &mass, const double *ipDensity=NULL) override |
| Element_Geometry_Type | giveGeometryType () const override |
| void | initializeFrom (InputRecord &ir, int priority) override |
| MaterialMode | giveMaterialMode () override |
| void | giveInputRecord (DynamicInputRecord &input) override |
| void | computeField (ValueModeType mode, TimeStep *tStep, const FloatArray &lcoords, FloatArray &answer) override |
| void | giveCompositeExportData (std::vector< ExportRegion > &vtkPieces, IntArray &primaryVarsToExport, IntArray &internalVarsToExport, IntArray cellVarsToExport, TimeStep *tStep) override |
| VTK Interface. | |
| Public Member Functions inherited from oofem::QTrPlaneStress2d | |
| QTrPlaneStress2d (int n, Domain *d) | |
| virtual | ~QTrPlaneStress2d () |
| FEInterpolation * | giveInterpolation () const override |
| double | giveParentElSize () const override |
| void | drawRawGeometry (oofegGraphicContext &gc, TimeStep *tStep) override |
| void | drawDeformedGeometry (oofegGraphicContext &gc, TimeStep *tStep, UnknownType) override |
| void | drawScalar (oofegGraphicContext &gc, TimeStep *tStep) override |
| void | drawSpecial (oofegGraphicContext &gc, TimeStep *tStep) override |
| void | SPRNodalRecoveryMI_giveSPRAssemblyPoints (IntArray &pap) override |
| void | SPRNodalRecoveryMI_giveDofMansDeterminedByPatch (IntArray &answer, int pap) override |
| int | SPRNodalRecoveryMI_giveNumberOfIP () override |
| SPRPatchType | SPRNodalRecoveryMI_givePatchType () override |
| Public Member Functions inherited from oofem::PlaneStressElement | |
| PlaneStressElement (int n, Domain *d) | |
| virtual | ~PlaneStressElement () |
| void | computeConstitutiveMatrix_dPdF_At (FloatMatrix &answer, MatResponseMode rMode, GaussPoint *gp, TimeStep *tStep) override |
| Public Member Functions inherited from oofem::Structural2DElement | |
| Structural2DElement (int n, Domain *d) | |
| virtual | ~Structural2DElement () |
| Destructor. | |
| void | postInitialize () override |
| Performs post initialization steps. | |
| int | giveNumberOfNodes () const override |
| virtual FEICellGeometry * | giveCellGeometryWrapper () |
| int | computeNumberOfDofs () override |
| void | giveDofManDofIDMask (int inode, IntArray &answer) const override |
| double | computeVolumeAround (GaussPoint *gp) override |
| void | initializeFrom (InputRecord &ir, int priority) override |
| double | giveCharacteristicLength (const FloatArray &normalToCrackPlane) 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 |
| double | computeCurrentVolume (TimeStep *tStep) |
| 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 | computeMassMatrix (FloatMatrix &answer, TimeStep *tStep) |
| virtual void | computeLumpedMassMatrix (FloatMatrix &answer, TimeStep *tStep) |
| 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) |
| 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) |
| 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 | giveNumberOfDofs () |
| 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 | 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 (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. | |
| 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 | 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 () |
| int | giveGlobalIPValue (FloatArray &answer, GaussPoint *gp, InternalStateType type, TimeStep *tStep) |
| virtual double | giveLengthInDir (const FloatArray &normalToCrackPlane) |
| double | giveCharacteristicLengthForPlaneElements (const FloatArray &normalToCrackPlane) |
| double | giveCharacteristicLengthForAxisymmElements (const FloatArray &normalToCrackPlane) |
| virtual double | giveCharacteristicSize (GaussPoint *gp, FloatArray &normalToCrackPlane, ElementCharSizeMethod method) |
| virtual int | computeGlobalCoordinates (FloatArray &answer, const FloatArray &lcoords) |
| 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 | 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 |
| void | printOutputAt (FILE *file, TimeStep *tStep) 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. | |
| 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::SpatialLocalizerInterface | |
| SpatialLocalizerInterface (Element *element) | |
| virtual int | SpatialLocalizerI_containsPoint (const FloatArray &coords) |
| int | SpatialLocalizerI_BBoxContainsPoint (const FloatArray &coords) |
| virtual void | SpatialLocalizerI_giveBBox (FloatArray &bb0, FloatArray &bb1) |
| virtual double | SpatialLocalizerI_giveClosestPoint (FloatArray &lcoords, FloatArray &closest, const FloatArray &gcoords) |
| Public Member Functions inherited from oofem::Interface | |
| Interface () | |
| Constructor. | |
| virtual | ~Interface () |
| Public Member Functions inherited from oofem::SPRNodalRecoveryModelInterface | |
| SPRNodalRecoveryModelInterface () | |
| Constructor. | |
| Public Member Functions inherited from oofem::XfemStructuralElementInterface | |
| XfemStructuralElementInterface (Element *e) | |
| bool | XfemElementInterface_updateIntegrationRule () override |
| Updates integration rule based on the triangulation. | |
| MaterialStatus * | giveClosestGP_MatStat (double &oClosestDist, std ::vector< std ::unique_ptr< IntegrationRule > > &iRules, const FloatArray &iCoord) |
| double | computeEffectiveSveSize (StructuralFE2MaterialStatus *iFe2Ms) |
| virtual void | XfemElementInterface_computeConstitutiveMatrixAt (FloatMatrix &answer, MatResponseMode rMode, GaussPoint *, TimeStep *tStep) |
| virtual void | XfemElementInterface_computeStressVector (FloatArray &answer, const FloatArray &strain, GaussPoint *gp, TimeStep *tStep) |
| virtual bool | hasCohesiveZone () const |
| virtual void | computeCohesiveForces (FloatArray &answer, TimeStep *tStep) |
| virtual void | computeGlobalCohesiveTractionVector (FloatArray &oT, const FloatArray &iJump, const FloatArray &iCrackNormal, const FloatMatrix &iNMatrix, GaussPoint &iGP, TimeStep *tStep) |
| virtual void | computeCohesiveTangent (FloatMatrix &answer, TimeStep *tStep) |
| virtual void | computeCohesiveTangentAt (FloatMatrix &answer, TimeStep *tStep) |
| virtual void | XfemElementInterface_computeConsistentMassMatrix (FloatMatrix &answer, TimeStep *tStep, double &mass, const double *ipDensity=NULL) |
| virtual void | initializeCZFrom (InputRecord &ir, int priority) |
| virtual void | giveCZInputRecord (DynamicInputRecord &input) |
| virtual void | initializeCZMaterial () |
| bool | useNonStdCz () |
| virtual void | XfemElementInterface_computeDeformationGradientVector (FloatArray &answer, GaussPoint *gp, TimeStep *tStep) |
| void | giveIntersectionsTouchingCrack (std ::vector< int > &oTouchingEnrItemIndices, const std ::vector< int > &iCandidateIndices, int iEnrItemIndex, XfemManager &iXMan) |
| void | giveSubtriangulationCompositeExportData (std ::vector< ExportRegion > &vtkPieces, IntArray &primaryVarsToExport, IntArray &internalVarsToExport, IntArray cellVarsToExport, TimeStep *tStep) |
| VTK Interface. | |
| void | computeIPAverageInTriangle (FloatArray &answer, IntegrationRule *iRule, Element *elem, InternalStateType isType, TimeStep *tStep, const Triangle &iTri) |
| Help functions for VTK export. | |
| 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 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 Member Functions inherited from oofem::VTKXMLExportModuleElementInterface | |
| VTKXMLExportModuleElementInterface () | |
| virtual void | giveCompositeExportData (ExportRegion &vtkPiece, IntArray &primaryVarsToExport, IntArray &internalVarsToExport, IntArray cellVarsToExport, TimeStep *tStep) |
Protected Member Functions | |
| void | updateYourself (TimeStep *tStep) override |
| void | postInitialize () override |
| Performs post initialization steps. | |
| int | giveNumberOfIPForMassMtrxIntegration () override |
| Protected Member Functions inherited from oofem::Structural2DElement | |
| void | computeGaussPoints () override |
| void | giveMaterialOrientationAt (FloatArray &x, FloatArray &y, const FloatArray &lcoords) |
| void | giveEdgeDofMapping (IntArray &answer, int iEdge) const override |
| double | computeEdgeVolumeAround (GaussPoint *gp, int iEdge) override |
| int | computeLoadLEToLRotationMatrix (FloatMatrix &answer, int iEdge, GaussPoint *gp) override |
| int | testElementExtension (ElementExtension ext) override |
| Protected Member Functions inherited from oofem::NLStructuralElement | |
| int | checkConsistency () override |
| virtual void | computePointLoadVectorAt (FloatArray &answer, Load *load, TimeStep *tStep, ValueModeType mode, bool global=true) |
| virtual void | giveSurfaceDofMapping (IntArray &answer, int iSurf) const |
| virtual double | computeSurfaceVolumeAround (GaussPoint *gp, int iSurf) |
| virtual int | computeLoadGToLRotationMtrx (FloatMatrix &answer) |
| virtual int | computeLoadLSToLRotationMatrix (FloatMatrix &answer, int iSurf, GaussPoint *gp) |
| void | condense (FloatMatrix *stiff, FloatMatrix *mass, FloatArray *load, IntArray *what) |
| virtual void | setupIRForMassMtrxIntegration (IntegrationRule &iRule) |
| virtual void | computeBodyLoadVectorAt (FloatArray &answer, Load *load, TimeStep *tStep, ValueModeType mode) |
Protected Attributes | |
| double | mRegCoeff |
| double | mRegCoeffTol |
| Protected Attributes inherited from oofem::Structural2DElement | |
| FEICellGeometry * | cellGeometryWrapper |
| bool | matRotation |
| 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_QTrPlaneStress2dXFEM_RegCoeff |
| static ParamKey | IPK_QTrPlaneStress2dXFEM_RegCoeffTol |
| Static Protected Attributes inherited from oofem::QTrPlaneStress2d | |
| static FEI2dTrQuad | interpolation |
| Static Protected Attributes inherited from oofem::Structural2DElement | |
| static ParamKey | IPK_Structural2DElement_materialCoordinateSystem |
| [optional] Material coordinate system (local) for the element. | |
| 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 |
6-node triangle with XFEM kinematics.
Definition at line 56 of file qtrplanstrssxfem.h.
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inline |
Definition at line 67 of file qtrplanstrssxfem.h.
References mRegCoeff, mRegCoeffTol, oofem::Element::numberOfDofMans, oofem::QTrPlaneStress2d::QTrPlaneStress2d(), oofem::VTKXMLExportModuleElementInterface::VTKXMLExportModuleElementInterface(), and oofem::XfemStructuralElementInterface::XfemStructuralElementInterface().
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Definition at line 76 of file qtrplanstrssxfem.C.
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Computes a matrix which, multiplied by the column matrix of nodal displacements, gives the displacement gradient stored by columns. The components of this matrix are derivatives of the shape functions, but they are arranged in a somewhat different way from the usual B matrix.
| gp | Integration point. |
| answer | BF matrix at this point. |
Reimplemented from oofem::PlaneStressElement.
Definition at line 142 of file qtrplanstrssxfem.C.
References oofem::XfemElementInterface::XfemElementInterface_createEnrBHmatrixAt().
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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.
| 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). |
Reimplemented from oofem::PlaneStressElement.
Definition at line 137 of file qtrplanstrssxfem.C.
References oofem::XfemElementInterface::XfemElementInterface_createEnrBmatrixAt().
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inlineoverridevirtual |
Computes consistent mass matrix of receiver using numerical integration over element volume. Mass matrix is computed as \( M = \int_V N^{\mathrm{T}} \rho N dV \), where \( N \) is displacement approximation matrix. The number of necessary integration points is determined using this->giveNumberOfIPForMassMtrxIntegration service. Only selected degrees of freedom participate in integration of mass matrix. This is described using dof mass integration mask. This mask is obtained from this->giveMassMtrxIntegrationgMask service. The nonzero mask value at i-th position indicates that i-th element DOF participates in mass matrix computation. The result is in element local coordinate system.
| answer | Mass matrix. |
| tStep | Time step. |
| mass | Total mass of receiver. |
Reimplemented from oofem::StructuralElement.
Definition at line 90 of file qtrplanstrssxfem.h.
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Computes constitutive matrix of receiver. Default implementation uses element cross section giveCharMaterialStiffnessMatrix service.
| answer | Constitutive matrix. |
| rMode | Material response mode of answer. |
| gp | Integration point for which constitutive matrix is computed. |
| tStep | Time step. |
Reimplemented from oofem::PlaneStressElement.
Definition at line 172 of file qtrplanstrssxfem.C.
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Computes the deformation gradient in Voigt form at integration point ip and at time step tStep. Computes the displacement gradient and adds an identitiy tensor.
| answer | Deformation gradient vector |
| gp | Gauss point. |
| tStep | Time step. |
Reimplemented from oofem::NLStructuralElement.
Definition at line 199 of file qtrplanstrssxfem.C.
References oofem::XfemStructuralElementInterface::XfemElementInterface_computeDeformationGradientVector().
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Computes the unknown vector interpolated at the specified local coordinates. Used for exporting data and mapping fields.
| mode | Mode (total, increment, etc) of the output |
| tStep | Time step to evaluate at |
| lcoords | Local coordinates to evaluate at |
| answer | Results |
Reimplemented from oofem::Element.
Definition at line 253 of file qtrplanstrssxfem.C.
References oofem::FloatArray::beProductOf(), oofem::Element::computeVectorOf(), and oofem::XfemElementInterface::XfemElementInterface_createEnrNmatrixAt().
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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.
Reimplemented from oofem::Element.
Definition at line 115 of file qtrplanstrssxfem.C.
References oofem::FEMComponent::giveDomain(), oofem::XfemManager::isElementEnriched(), and oofem::XfemStructuralElementInterface::XfemElementInterface_updateIntegrationRule().
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Computes interpolation matrix for element unknowns. The order and meaning of unknowns is element dependent.
| iLocCoord | Local coordinates. |
| answer | Interpolation matrix evaluated at gp. |
Reimplemented from oofem::StructuralElement.
Definition at line 132 of file qtrplanstrssxfem.C.
References oofem::XfemElementInterface::XfemElementInterface_createEnrNmatrixAt().
Referenced by giveCompositeExportData().
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Computes or simply returns total number of element's local DOFs. Must be defined by particular element.
Reimplemented from oofem::Element.
Definition at line 104 of file qtrplanstrssxfem.C.
References oofem::Element::giveDofManager(), and oofem::Element::giveNumberOfDofManagers().
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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.
| answer | Computed stiffness matrix. |
| rMode | Response mode. |
| tStep | Time step. |
Reimplemented from oofem::NLStructuralElement.
Definition at line 183 of file qtrplanstrssxfem.C.
References oofem::FloatMatrix::giveNumberOfRows(), mRegCoeff, and mRegCoeffTol.
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Computes the stress vector of receiver at given integration point, at time step tStep. The nature of these stresses depends on the element's type.
| answer | Stress vector. |
| strain | Strain vector. |
| gp | Integration point. |
| tStep | Time step. |
Reimplemented from oofem::PlaneStressElement.
Definition at line 178 of file qtrplanstrssxfem.C.
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inlineoverridevirtual |
Reimplemented from oofem::QTrPlaneStress2d.
Definition at line 73 of file qtrplanstrssxfem.h.
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overridevirtual |
VTK Interface.
Reimplemented from oofem::VTKXMLExportModuleElementInterface.
Definition at line 267 of file qtrplanstrssxfem.C.
References oofem::FloatArray::at(), oofem::IntArray::at(), oofem::FloatArray::beProductOf(), oofem::Element::computeLocalCoordinates(), computeNmatrixAt(), oofem::Element::computeVectorOf(), oofem::FEMComponent::domain, oofem::EnrichmentItem::evalLevelSetNormalInNode(), oofem::EnrichmentItem::evalLevelSetTangInNode(), oofem::FEInterpolation::evalN(), oofem::EnrichmentItem::evalNodeEnrMarkerInNode(), oofem::DofManager::giveCoordinates(), oofem::Element::giveDofManager(), oofem::XfemManager::giveEnrichmentItem(), oofem::DofManager::giveGlobalNumber(), oofem::QTrPlaneStress2d::giveInterpolation(), oofem::Element::giveNumberOfDofManagers(), oofem::XfemManager::giveNumberOfEnrichmentItems(), oofem::FloatArray::giveSize(), oofem::IntArray::giveSize(), oofem::XfemStructuralElementInterface::giveSubtriangulationCompositeExportData(), oofem::Element::integrationRulesArray, oofem::XfemStructuralElementInterface::mSubTri, N, oofem::Vec1(), oofem::Vec3(), oofem::Vec6(), and oofem::XfemManager::vtkExportFields.
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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.
| inode | Mask is computed for local dofmanager with inode number. |
| answer | Mask for node. |
Reimplemented from oofem::Element.
Definition at line 148 of file qtrplanstrssxfem.C.
References oofem::EnrichmentItem::computeEnrichedDofManDofIdArray(), oofem::FEMComponent::domain, oofem::IntArray::followedBy(), oofem::Element::giveDofManager(), oofem::FEMComponent::giveDomain(), oofem::XfemManager::giveEnrichmentItem(), oofem::DofManager::giveGlobalNumber(), oofem::XfemManager::giveNodeEnrichmentItemIndices(), and oofem::EnrichmentItem::isDofManEnriched().
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Returns the element geometry type. This information is assumed to be of general interest, but it is required only for some specialized tasks.
Reimplemented from oofem::QTrPlaneStress2d.
Definition at line 212 of file qtrplanstrssxfem.C.
References oofem::FEMComponent::giveDomain(), and oofem::XfemManager::isElementEnriched().
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Setups the input record string of receiver.
| input | Dynamic input record to be filled by receiver. |
Reimplemented from oofem::NLStructuralElement.
Definition at line 242 of file qtrplanstrssxfem.C.
References _IFT_QTrPlaneStress2dXFEM_RegCoeff, _IFT_QTrPlaneStress2dXFEM_RegCoeffTol, mRegCoeff, mRegCoeffTol, and oofem::DynamicInputRecord::setField().
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inlineoverridevirtual |
Reimplemented from oofem::QTrPlaneStress2d.
Definition at line 72 of file qtrplanstrssxfem.h.
References _IFT_QTrPlaneStress2dXFEM_Name.
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overridevirtual |
Interface requesting service.
Reimplemented from oofem::QTrPlaneStress2d.
Definition at line 81 of file qtrplanstrssxfem.C.
References oofem::VTKXMLExportModuleElementInterface::VTKXMLExportModuleElementInterface(), oofem::VTKXMLExportModuleElementInterfaceType, and oofem::XfemElementInterfaceType.
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Evaluates nodal representation of real internal forces. Necessary transformations are taken into account.
| answer | Equivalent nodal forces vector. |
| tStep | Time step |
| useUpdatedGpRecord | If equal to zero, the stresses in integration points are computed (slow but safe). |
Reimplemented from oofem::NLStructuralElement.
Definition at line 205 of file qtrplanstrssxfem.C.
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Returns material mode for receiver integration points. Should be specialized.
Reimplemented from oofem::PlaneStressElement.
Definition at line 237 of file qtrplanstrssxfem.C.
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inlineoverrideprotectedvirtual |
Return desired number of integration points for consistent mass matrix computation, if required.
TODO this is without the jacobian and density
Reimplemented from oofem::QTrPlaneStress2d.
Definition at line 104 of file qtrplanstrssxfem.h.
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Reimplemented from oofem::NLStructuralElement.
Definition at line 227 of file qtrplanstrssxfem.C.
References oofem::FEMComponent::giveDomain(), IPK_QTrPlaneStress2dXFEM_RegCoeff, IPK_QTrPlaneStress2dXFEM_RegCoeffTol, mRegCoeff, mRegCoeffTol, oofem::FEMComponent::number, and PM_UPDATE_PARAMETER.
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Performs post initialization steps.
Reimplemented from oofem::Element.
Definition at line 98 of file qtrplanstrssxfem.C.
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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.
| tStep | Time step for newly reached state. |
Reimplemented from oofem::Element.
Definition at line 92 of file qtrplanstrssxfem.C.
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staticprotected |
Definition at line 64 of file qtrplanstrssxfem.h.
Referenced by initializeFrom().
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staticprotected |
Definition at line 65 of file qtrplanstrssxfem.h.
Referenced by initializeFrom().
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Definition at line 62 of file qtrplanstrssxfem.h.
Referenced by computeStiffnessMatrix(), giveInputRecord(), initializeFrom(), and QTrPlaneStress2dXFEM().
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protected |
Definition at line 62 of file qtrplanstrssxfem.h.
Referenced by computeStiffnessMatrix(), giveInputRecord(), initializeFrom(), and QTrPlaneStress2dXFEM().