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OOFEM
2.4
OOFEM.org - Object Oriented Finite Element Solver
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This is the complete list of members for oofem::PlaneStress2dXfem, including all inherited members.
| activityTimeFunction | oofem::Element | protected |
| adaptiveFinish(TimeStep *tStep) | oofem::Element | virtual |
| adaptiveMap(Domain *oldd, TimeStep *tStep) | oofem::Element | virtual |
| adaptiveUpdate(TimeStep *tStep) | oofem::StructuralElement | virtual |
| addDofManager(DofManager *dMan) | oofem::Element | |
| addNonlocalStiffnessContributions(SparseMtrx &dest, const UnknownNumberingScheme &s, TimeStep *tStep) | oofem::StructuralElement | virtual |
| BCMode enum value | oofem::HuertaErrorEstimatorInterface | |
| bodyLoadArray | oofem::Element | protected |
| boundaryLoadArray | oofem::Element | protected |
| cellGeometryWrapper | oofem::Structural2DElement | protected |
| checkConsistency() | oofem::NLStructuralElement | protectedvirtual |
| computeArea() | oofem::Element | virtual |
| computeBHmatrixAt(GaussPoint *gp, FloatMatrix &answer) | oofem::PlaneStress2dXfem | virtual |
| computeBmatrixAt(GaussPoint *gp, FloatMatrix &answer, int lowerIndx=1, int upperIndx=ALL_STRAINS) | oofem::PlaneStress2dXfem | virtual |
| computeBodyLoadVectorAt(FloatArray &answer, Load *load, TimeStep *tStep, ValueModeType mode) | oofem::StructuralElement | protectedvirtual |
| ComputeBOrBHMatrix(FloatMatrix &oAnswer, GaussPoint &iGP, Element &iEl, bool iComputeBH, const FloatArray &iNaturalGpCoord) | oofem::XfemElementInterface | |
| computeBoundaryEdgeLoadVector(FloatArray &answer, BoundaryLoad *load, int boundary, CharType type, ValueModeType mode, TimeStep *tStep, bool global=true) | oofem::StructuralElement | virtual |
| computeBoundarySurfaceLoadVector(FloatArray &answer, BoundaryLoad *load, int boundary, CharType type, ValueModeType mode, TimeStep *tStep, bool global=true) | oofem::StructuralElement | virtual |
| computeBoundaryVectorOf(const IntArray &bNodes, const IntArray &dofIDMask, ValueModeType u, TimeStep *tStep, FloatArray &answer, bool padding=false) | oofem::Element | |
| computeCauchyStressVector(FloatArray &answer, GaussPoint *gp, TimeStep *tStep) | oofem::NLStructuralElement | |
| computeCohesiveForces(FloatArray &answer, TimeStep *tStep) | oofem::XfemStructuralElementInterface | virtual |
| computeCohesiveTangent(FloatMatrix &answer, TimeStep *tStep) | oofem::XfemStructuralElementInterface | virtual |
| computeCohesiveTangentAt(FloatMatrix &answer, TimeStep *tStep) | oofem::XfemStructuralElementInterface | virtual |
| computeConsistentMassMatrix(FloatMatrix &answer, TimeStep *tStep, double &mass, const double *ipDensity=NULL) | oofem::PlaneStress2dXfem | inlinevirtual |
| computeConstitutiveMatrixAt(FloatMatrix &answer, MatResponseMode rMode, GaussPoint *, TimeStep *tStep) | oofem::PlaneStress2dXfem | virtual |
| computeCurrentVolume(TimeStep *tStep) | oofem::NLStructuralElement | |
| computeDeformationGradientVector(FloatArray &answer, GaussPoint *gp, TimeStep *tStep) | oofem::PlaneStress2dXfem | virtual |
| computeDisplacementJump(GaussPoint &iGP, FloatArray &oJump, const FloatArray &iSolVec, const FloatMatrix &iNMatrix) | oofem::XfemElementInterface | |
| computeDofTransformationMatrix(FloatMatrix &answer, const IntArray &nodes, bool includeInternal) | oofem::Element | virtual |
| computeEdgeNMatrix(FloatMatrix &answer, int boundaryID, const FloatArray &lcoords) | oofem::StructuralElement | virtual |
| computeEdgeVolumeAround(GaussPoint *gp, int iEdge) | oofem::Structural2DElement | protectedvirtual |
| computeEffectiveSveSize(StructuralFE2MaterialStatus *iFe2Ms) | oofem::XfemStructuralElementInterface | |
| computeField(ValueModeType mode, TimeStep *tStep, const FloatArray &lcoords, FloatArray &answer) | oofem::StructuralElement | virtual |
| computeFirstPKStressVector(FloatArray &answer, GaussPoint *gp, TimeStep *tStep) | oofem::NLStructuralElement | |
| computeGaussPoints() | oofem::PlaneStress2dXfem | virtual |
| computeGlobalCohesiveTractionVector(FloatArray &oT, const FloatArray &iJump, const FloatArray &iCrackNormal, const FloatMatrix &iNMatrix, GaussPoint &iGP, TimeStep *tStep) | oofem::XfemStructuralElementInterface | virtual |
| computeGlobalCoordinates(FloatArray &answer, const FloatArray &lcoords) | oofem::Element | virtual |
| computeGtoLRotationMatrix(FloatMatrix &answer) | oofem::Element | virtual |
| computeInitialStressMatrix(FloatMatrix &answer, TimeStep *tStep) | oofem::NLStructuralElement | virtual |
| computeIPAverageInTriangle(FloatArray &answer, IntegrationRule *iRule, Element *elem, InternalStateType isType, TimeStep *tStep, const Triangle &iTri) | oofem::XfemStructuralElementInterface | |
| computeLength() | oofem::Element | virtual |
| computeLoadGToLRotationMtrx(FloatMatrix &answer) | oofem::StructuralElement | inlineprotectedvirtual |
| computeLoadLEToLRotationMatrix(FloatMatrix &answer, int iEdge, GaussPoint *gp) | oofem::Structural2DElement | protectedvirtual |
| computeLoadLSToLRotationMatrix(FloatMatrix &answer, int iSurf, GaussPoint *gp) | oofem::StructuralElement | inlineprotectedvirtual |
| computeLoadVector(FloatArray &answer, BodyLoad *load, CharType type, ValueModeType mode, TimeStep *tStep) | oofem::StructuralElement | virtual |
| computeLocalCoordinates(FloatArray &answer, const FloatArray &gcoords) | oofem::Element | virtual |
| computeLumpedMassMatrix(FloatMatrix &answer, TimeStep *tStep) | oofem::StructuralElement | virtual |
| computeMassMatrix(FloatMatrix &answer, TimeStep *tStep) | oofem::StructuralElement | virtual |
| computeMeanSize() | oofem::Element | |
| computeMidPlaneNormal(FloatArray &answer, const GaussPoint *gp) | oofem::Element | virtual |
| computeNCohesive(FloatMatrix &oN, GaussPoint &iGP, int iEnrItemIndex, const std::vector< int > &iTouchingEnrItemIndices) | oofem::XfemElementInterface | |
| computeNmatrixAt(const FloatArray &iLocCoord, FloatMatrix &answer) | oofem::PlaneStress2dXfem | virtual |
| computeNumberOfDofs() | oofem::PlaneStress2dXfem | virtual |
| computeNumberOfGlobalDofs() | oofem::Element | virtual |
| computeNumberOfPrimaryMasterDofs() | oofem::Element | |
| computePointLoadVectorAt(FloatArray &answer, Load *load, TimeStep *tStep, ValueModeType mode, bool global=true) | oofem::StructuralElement | protectedvirtual |
| computeResultingIPEigenstrainAt(FloatArray &answer, TimeStep *tStep, GaussPoint *gp, ValueModeType mode) | oofem::StructuralElement | virtual |
| computeResultingIPTemperatureAt(FloatArray &answer, TimeStep *tStep, GaussPoint *gp, ValueModeType mode) | oofem::StructuralElement | virtual |
| computeStiffnessMatrix(FloatMatrix &answer, MatResponseMode rMode, TimeStep *tStep) | oofem::PlaneStress2dXfem | virtual |
| computeStiffnessMatrix_withIRulesAsSubcells(FloatMatrix &answer, MatResponseMode rMode, TimeStep *tStep) | oofem::NLStructuralElement | |
| computeStrainVector(FloatArray &answer, GaussPoint *gp, TimeStep *tStep) | oofem::StructuralElement | virtual |
| computeStressVector(FloatArray &answer, const FloatArray &strain, GaussPoint *gp, TimeStep *tStep) | oofem::PlaneStress2dXfem | virtual |
| computeSurfaceNMatrix(FloatMatrix &answer, int boundaryID, const FloatArray &lcoords) | oofem::StructuralElement | virtual |
| computeSurfaceVolumeAround(GaussPoint *gp, int iSurf) | oofem::StructuralElement | protectedvirtual |
| computeTangentFromEdgeLoad(FloatMatrix &answer, EdgeLoad *load, int boundary, MatResponseMode rmode, TimeStep *tStep) | oofem::Element | virtual |
| computeTangentFromSurfaceLoad(FloatMatrix &answer, SurfaceLoad *load, int boundary, MatResponseMode rmode, TimeStep *tStep) | oofem::Element | virtual |
| computeVectorOf(ValueModeType u, TimeStep *tStep, FloatArray &answer) | oofem::Element | |
| computeVectorOf(const IntArray &dofIDMask, ValueModeType u, TimeStep *tStep, FloatArray &answer, bool padding=false) | oofem::Element | |
| computeVectorOf(PrimaryField &field, const IntArray &dofIDMask, ValueModeType u, TimeStep *tStep, FloatArray &answer, bool padding=false) | oofem::Element | |
| computeVectorOfPrescribed(ValueModeType u, TimeStep *tStep, FloatArray &answer) | oofem::Element | |
| computeVectorOfPrescribed(const IntArray &dofIDMask, ValueModeType type, TimeStep *tStep, FloatArray &answer) | oofem::Element | |
| computeVolume() | oofem::Element | virtual |
| computeVolumeAreaOrLength() | oofem::Element | virtual |
| computeVolumeAround(GaussPoint *gp) | oofem::Structural2DElement | virtual |
| condense(FloatMatrix *stiff, FloatMatrix *mass, FloatArray *load, IntArray *what) | oofem::StructuralElement | protected |
| CountMode enum value | oofem::HuertaErrorEstimatorInterface | |
| createMaterialStatus() | oofem::StructuralElement | virtual |
| crossSection | oofem::Element | protected |
| dofManArray | oofem::Element | protected |
| domain | oofem::FEMComponent | protected |
| drawAnnotation(oofegGraphicContext &gc, TimeStep *tStep) | oofem::Element | virtual |
| drawDeformedGeometry(oofegGraphicContext &gc, TimeStep *tStep, UnknownType) | oofem::PlaneStress2d | virtual |
| drawRawGeometry(oofegGraphicContext &gc, TimeStep *tStep) | oofem::PlaneStress2dXfem | virtual |
| drawScalar(oofegGraphicContext &gc, TimeStep *tStep) | oofem::PlaneStress2dXfem | virtual |
| drawSpecial(oofegGraphicContext &gc, TimeStep *tStep) | oofem::PlaneStress2d | virtual |
| drawYourself(oofegGraphicContext &gc, TimeStep *tStep) | oofem::Element | virtual |
| element | oofem::XfemElementInterface | |
| Element(int n, Domain *aDomain) | oofem::Element | |
| Element(const Element &src)=delete | oofem::Element | |
| elemLocalCS | oofem::Element | protected |
| ElemMode enum value | oofem::HuertaErrorEstimatorInterface | |
| oofem::errorInfo(const char *func) const | oofem::FEMComponent | |
| oofem::XfemStructuralElementInterface::errorInfo(const char *func) const | oofem::XfemElementInterface | inline |
| estimatePackSize(DataStream &buff) | oofem::Element | |
| FEMComponent(int n, Domain *d) | oofem::FEMComponent | inline |
| GetSurfaceIntegrationRule(int order) | oofem::StructuralElement | inlineprotectedvirtual |
| giveBodyLoadArray() | oofem::Element | |
| giveBodyLoadList() const | oofem::Element | inline |
| giveBoundaryEdgeIntegrationRule(int order, int boundary) | oofem::Element | virtual |
| giveBoundaryEdgeNodes(IntArray &bNodes, int boundary) | oofem::Element | virtual |
| giveBoundaryLoadArray() | oofem::Element | |
| giveBoundaryLoadList() const | oofem::Element | inline |
| giveBoundaryLocationArray(IntArray &locationArray, const IntArray &bNodes, const UnknownNumberingScheme &s, IntArray *dofIds=NULL) | oofem::Element | virtual |
| giveBoundaryLocationArray(IntArray &locationArray, const IntArray &bNodes, const IntArray &dofIDMask, const UnknownNumberingScheme &s, IntArray *dofIds=NULL) | oofem::Element | virtual |
| giveBoundarySurfaceIntegrationRule(int order, int boundary) | oofem::Element | virtual |
| giveBoundarySurfaceNodes(IntArray &bNodes, int boundary) | oofem::Element | virtual |
| giveCellGeometryWrapper() | oofem::Structural2DElement | virtual |
| giveCharacteristicLength(const FloatArray &normalToCrackPlane) | oofem::Structural2DElement | virtual |
| giveCharacteristicLengthForAxisymmElements(const FloatArray &normalToCrackPlane) | oofem::Element | |
| giveCharacteristicLengthForPlaneElements(const FloatArray &normalToCrackPlane) | oofem::Element | |
| giveCharacteristicMatrix(FloatMatrix &answer, CharType, TimeStep *tStep) | oofem::StructuralElement | virtual |
| giveCharacteristicSize(GaussPoint *gp, FloatArray &normalToCrackPlane, ElementCharSizeMethod method) | oofem::PlaneStress2d | virtual |
| giveCharacteristicValue(CharType type, TimeStep *tStep) | oofem::Element | virtual |
| giveCharacteristicVector(FloatArray &answer, CharType type, ValueModeType mode, TimeStep *tStep) | oofem::StructuralElement | virtual |
| giveClassName() const | oofem::PlaneStress2dXfem | inlinevirtual |
| giveClosestGP_MatStat(double &oClosestDist, std::vector< std::unique_ptr< IntegrationRule > > &iRules, const FloatArray &iCoord) | oofem::XfemStructuralElementInterface | |
| giveCompositeExportData(std::vector< VTKPiece > &vtkPieces, IntArray &primaryVarsToExport, IntArray &internalVarsToExport, IntArray cellVarsToExport, TimeStep *tStep) | oofem::PlaneStress2dXfem | virtual |
| oofem::VTKXMLExportModuleElementInterface::giveCompositeExportData(VTKPiece &vtkPiece, IntArray &primaryVarsToExport, IntArray &internalVarsToExport, IntArray cellVarsToExport, TimeStep *tStep) | oofem::VTKXMLExportModuleElementInterface | inlinevirtual |
| giveCrossSection() | oofem::Element | |
| giveCZInputRecord(DynamicInputRecord &input) | oofem::XfemStructuralElementInterface | virtual |
| giveDefaultIntegrationRule() const | oofem::Element | inlinevirtual |
| giveDefaultIntegrationRulePtr() | oofem::Element | inlinevirtual |
| giveDofManager(int i) const | oofem::Element | |
| giveDofManagerNumber(int i) const | oofem::Element | inline |
| giveDofManArray() const | oofem::Element | inline |
| giveDofManDofIDMask(int inode, IntArray &answer) const | oofem::PlaneStress2dXfem | virtual |
| giveDomain() const | oofem::FEMComponent | inline |
| giveEdgeDofMapping(IntArray &answer, int iEdge) const | oofem::Structural2DElement | protectedvirtual |
| giveElementDofIDMask(IntArray &answer) const | oofem::Element | inlinevirtual |
| giveGeometryMode() | oofem::NLStructuralElement | inline |
| giveGeometryType() const | oofem::PlaneStress2dXfem | virtual |
| giveGlobalIPValue(FloatArray &answer, GaussPoint *gp, InternalStateType type, TimeStep *tStep) | oofem::Element | |
| giveGlobalNumber() const | oofem::Element | inline |
| giveInputRecord(DynamicInputRecord &input) | oofem::PlaneStress2dXfem | virtual |
| giveInputRecordName() const | oofem::PlaneStress2dXfem | inlinevirtual |
| giveIntegrationDomain() const | oofem::Element | virtual |
| giveIntegrationRule(int i) | oofem::Element | inlinevirtual |
| giveIntegrationRuleLocalCodeNumbers(IntArray &answer, IntegrationRule &ie) | oofem::Element | inlinevirtual |
| giveIntegrationRulesArray() | oofem::Element | inline |
| giveInterface(InterfaceType it) | oofem::PlaneStress2dXfem | virtual |
| giveInternalDofManager(int i) const | oofem::Element | inlinevirtual |
| giveInternalDofManDofIDMask(int inode, IntArray &answer) const | oofem::Element | inlinevirtual |
| giveInternalForcesVector(FloatArray &answer, TimeStep *tStep, int useUpdatedGpRecord) | oofem::PlaneStress2dXfem | virtual |
| giveInternalForcesVector_withIRulesAsSubcells(FloatArray &answer, TimeStep *tStep, int useUpdatedGpRecord=0) | oofem::NLStructuralElement | virtual |
| giveInternalStateAtNode(FloatArray &answer, InternalStateType type, InternalStateMode mode, int node, TimeStep *tStep) | oofem::StructuralElement | virtual |
| giveInternalStateAtSide(FloatArray &answer, InternalStateType type, InternalStateMode mode, int side, TimeStep *tStep) | oofem::Element | inlinevirtual |
| giveInterpolation() const | oofem::PlaneStress2d | virtual |
| oofem::PlaneStressElement::giveInterpolation(DofIDItem id) const | oofem::Element | inlinevirtual |
| giveIntersectionsTouchingCrack(std::vector< int > &oTouchingEnrItemIndices, const std::vector< int > &iCandidateIndices, int iEnrItemIndex, XfemManager &iXMan) | oofem::XfemStructuralElementInterface | |
| giveIPValue(FloatArray &answer, GaussPoint *gp, InternalStateType type, TimeStep *tStep) | oofem::StructuralElement | virtual |
| giveKnotSpanParallelMode(int) const | oofem::Element | inlinevirtual |
| giveLabel() const | oofem::Element | inline |
| giveLengthInDir(const FloatArray &normalToCrackPlane) | oofem::Element | virtual |
| giveLocalCoordinateSystem(FloatMatrix &answer) | oofem::Element | virtual |
| giveLocalIntVarMaxMin(oofegGraphicContext &gc, TimeStep *tStep, double &emin, double &emax) | oofem::Element | inlinevirtual |
| giveLocationArray(IntArray &locationArray, const UnknownNumberingScheme &s, IntArray *dofIds=NULL) const | oofem::Element | |
| giveLocationArray(IntArray &locationArray, const IntArray &dofIDMask, const UnknownNumberingScheme &s, IntArray *dofIds=NULL) const | oofem::Element | |
| giveMassMtrxIntegrationgMask(IntArray &answer) | oofem::StructuralElement | inlinevirtual |
| giveMaterial() | oofem::Element | virtual |
| giveMaterialMode() | oofem::PlaneStress2dXfem | virtual |
| giveMaterialNumber() const | oofem::Element | inline |
| giveMaterialOrientationAt(FloatArray &x, FloatArray &y, const FloatArray &lcoords) | oofem::Structural2DElement | protected |
| giveNode(int i) const | oofem::Element | inline |
| giveNonlocalLocationArray(IntArray &locationArray, const UnknownNumberingScheme &us) | oofem::StructuralElement | virtual |
| giveNumber() const | oofem::FEMComponent | inline |
| giveNumberOfBoundarySides() | oofem::Element | virtual |
| giveNumberOfDofManagers() const | oofem::Element | inlinevirtual |
| giveNumberOfDofs() | oofem::Element | inlinevirtual |
| giveNumberOfIntegrationRules() | oofem::Element | inline |
| giveNumberOfInternalDofManagers() const | oofem::Element | inlinevirtual |
| giveNumberOfIPForMassMtrxIntegration() | oofem::PlaneStress2d | inlineprotectedvirtual |
| giveNumberOfNodes() const | oofem::Structural2DElement | virtual |
| giveParallelMode() const | oofem::Element | inline |
| giveParentElSize() const | oofem::PlaneStress2d | inlinevirtual |
| givePartitionList() const | oofem::Element | inline |
| giveRegionNumber() | oofem::Element | |
| giveRelativeSelfComputationalCost() | oofem::Element | inlinevirtual |
| giveRotationMatrix(FloatMatrix &answer) | oofem::Element | virtual |
| giveSide(int i) const | oofem::Element | virtual |
| giveSpatialDimension() | oofem::Element | virtual |
| giveStructuralCrossSection() | oofem::StructuralElement | |
| giveSubtriangulationCompositeExportData(std::vector< VTKPiece > &vtkPieces, IntArray &primaryVarsToExport, IntArray &internalVarsToExport, IntArray cellVarsToExport, TimeStep *tStep) | oofem::XfemStructuralElementInterface | |
| giveSurfaceDofMapping(IntArray &answer, int iSurf) const | oofem::StructuralElement | inlineprotectedvirtual |
| globalNumber | oofem::Element | protected |
| hasCohesiveZone() const | oofem::XfemStructuralElementInterface | inlinevirtual |
| HuertaErrorEstimatorI_computeNmatrixAt(GaussPoint *gp, FloatMatrix &answer) | oofem::PlaneStress2d | virtual |
| HuertaErrorEstimatorI_setupRefinedElementProblem(RefinedElement *refinedElement, int level, int nodeId, IntArray &localNodeIdArray, IntArray &globalNodeIdArray, HuertaErrorEstimatorInterface::SetupMode sMode, TimeStep *tStep, int &localNodeId, int &localElemId, int &localBcId, IntArray &controlNode, IntArray &controlDof, HuertaErrorEstimator::AnalysisMode aMode) | oofem::PlaneStress2d | virtual |
| HuertaErrorEstimatorInterface() | oofem::HuertaErrorEstimatorInterface | inline |
| increaseNumGP() | oofem::PlaneStress2dXfem | |
| initForNewStep() | oofem::Element | virtual |
| initialDisplacements | oofem::StructuralElement | protected |
| initializeCZFrom(InputRecord *ir) | oofem::XfemStructuralElementInterface | virtual |
| initializeCZMaterial() | oofem::XfemStructuralElementInterface | virtual |
| initializeFrom(InputRecord *ir) | oofem::PlaneStress2dXfem | virtual |
| initializeYourself(TimeStep *timeStepWhenICApply) | oofem::Element | inlinevirtual |
| integrationRulesArray | oofem::Element | protected |
| oofem::Interface() | oofem::Interface | inline |
| oofem::SPRNodalRecoveryModelInterface::Interface() | oofem::Interface | inline |
| oofem::SpatialLocalizerInterface::Interface() | oofem::Interface | inline |
| oofem::HuertaErrorEstimatorInterface::Interface() | oofem::Interface | inline |
| oofem::XfemStructuralElementInterface::Interface() | oofem::Interface | inline |
| oofem::VTKXMLExportModuleElementInterface::Interface() | oofem::Interface | inline |
| interpolation | oofem::PlaneStress2d | protectedstatic |
| ipEvaluator(T *src, void(T::*f)(GaussPoint *gp)) | oofem::Element | |
| ipEvaluator(T *src, void(T::*f)(GaussPoint *, S &), S &_val) | oofem::Element | |
| isActivated(TimeStep *tStep) | oofem::Element | virtual |
| isCast(TimeStep *tStep) | oofem::Element | virtual |
| mapStateVariables(Domain &iOldDom, const TimeStep &iTStep) | oofem::Element | virtual |
| material | oofem::Element | protected |
| matRotation | oofem::Structural2DElement | protected |
| mCSNumGaussPoints | oofem::XfemStructuralElementInterface | |
| mCZEnrItemIndices | oofem::XfemElementInterface | |
| mCZMaterialNum | oofem::XfemStructuralElementInterface | |
| mCZTouchingEnrItemIndices | oofem::XfemElementInterface | |
| mIncludeBulkCorr | oofem::XfemStructuralElementInterface | |
| mIncludeBulkJump | oofem::XfemStructuralElementInterface | |
| mIntRule_tmp | oofem::XfemElementInterface | |
| mpCZExtraIntegrationRules | oofem::XfemElementInterface | |
| mpCZExtraIntegrationRules_tmp | oofem::XfemElementInterface | |
| mpCZIntegrationRules | oofem::XfemElementInterface | |
| mpCZIntegrationRules_tmp | oofem::XfemElementInterface | |
| mpCZMat | oofem::XfemStructuralElementInterface | |
| mSubTri | oofem::XfemStructuralElementInterface | |
| mUsePlaneStrain | oofem::XfemElementInterface | |
| nlGeometry | oofem::NLStructuralElement | protected |
| NLStructuralElement(int n, Domain *d) | oofem::NLStructuralElement | |
| NodeMode enum value | oofem::HuertaErrorEstimatorInterface | |
| number | oofem::FEMComponent | protected |
| numberOfDofMans | oofem::Element | protected |
| numberOfGaussPoints | oofem::Element | protected |
| oofem::operator=(const Element &src)=delete | oofem::Element | |
| oofem::XfemStructuralElementInterface::operator=(const XfemElementInterface &src)=delete | oofem::XfemElementInterface | |
| packUnknowns(DataStream &buff, TimeStep *tStep) | oofem::Element | |
| parallel_mode | oofem::Element | protected |
| partitionEdgeSegment(int iBndIndex, std::vector< Line > &oSegments, std::vector< FloatArray > &oIntersectionPoints, const double &iTangDistPadding=0.0) | oofem::XfemElementInterface | |
| partitions | oofem::Element | protected |
| PlaneStress2d(int n, Domain *d) | oofem::PlaneStress2d | |
| PlaneStress2dXfem(int n, Domain *d) | oofem::PlaneStress2dXfem | inline |
| PlaneStressElement(int n, Domain *d) | oofem::PlaneStressElement | |
| postInitialize() | oofem::PlaneStress2dXfem | protectedvirtual |
| predictRelativeComputationalCost() | oofem::Element | virtual |
| predictRelativeRedistributionCost() | oofem::Element | inlinevirtual |
| printOutputAt(FILE *file, TimeStep *tStep) | oofem::Element | virtual |
| printYourself() | oofem::FEMComponent | inlinevirtual |
| putPointsInCorrectPartition(std::vector< std::vector< FloatArray > > &oPointPartitions, const std::vector< FloatArray > &iIntersecPoints, const std::vector< const FloatArray * > &iNodeCoord) const | oofem::XfemElementInterface | |
| restoreContext(DataStream &stream, ContextMode mode, void *obj=NULL) | oofem::Element | virtual |
| saveContext(DataStream &stream, ContextMode mode, void *obj=NULL) | oofem::Element | virtual |
| setBodyLoads(const IntArray &bodyLoads) | oofem::Element | |
| setCrossSection(int csIndx) | oofem::Element | inlinevirtual |
| setDofManagers(const IntArray &dmans) | oofem::Element | |
| setDomain(Domain *d) | oofem::FEMComponent | inlinevirtual |
| setGlobalNumber(int num) | oofem::Element | inline |
| setIntegrationRules(std::vector< std::unique_ptr< IntegrationRule > > irlist) | oofem::Element | |
| setMaterial(int matIndx) | oofem::Element | inline |
| setNumber(int num) | oofem::FEMComponent | inline |
| setParallelMode(elementParallelMode _mode) | oofem::Element | inline |
| setPartitionList(IntArray &pl) | oofem::Element | inline |
| setupIRForMassMtrxIntegration(IntegrationRule &iRule) | oofem::StructuralElement | protectedvirtual |
| SetupMode enum name | oofem::HuertaErrorEstimatorInterface | |
| setupRefinedElementProblem1D(Element *element, RefinedElement *refinedElement, int level, int nodeId, IntArray &localNodeIdArray, IntArray &globalNodeIdArray, HuertaErrorEstimatorInterface::SetupMode mode, TimeStep *tStep, int nodes, FloatArray **corner, FloatArray &midNode, int &localNodeId, int &localElemId, int &localBcId, IntArray &controlNode, IntArray &controlDof, HuertaErrorEstimator::AnalysisMode aMode, const char *edgetype) | oofem::HuertaErrorEstimatorInterface | protected |
| setupRefinedElementProblem2D(Element *element, RefinedElement *refinedElement, int level, int nodeId, IntArray &localNodeIdArray, IntArray &globalNodeIdArray, HuertaErrorEstimatorInterface::SetupMode mode, TimeStep *tStep, int nodes, FloatArray **corner, FloatArray *midSide, FloatArray &midNode, int &localNodeId, int &localElemId, int &localBcId, IntArray &controlNode, IntArray &controlDof, HuertaErrorEstimator::AnalysisMode aMode, const char *quadtype) | oofem::HuertaErrorEstimatorInterface | protected |
| setupRefinedElementProblem3D(Element *element, RefinedElement *refinedElement, int level, int nodeId, IntArray &localNodeIdArray, IntArray &globalNodeIdArray, HuertaErrorEstimatorInterface::SetupMode mode, TimeStep *tStep, int nodes, FloatArray **corner, FloatArray *midSide, FloatArray *midFace, FloatArray &midNode, int &localNodeId, int &localElemId, int &localBcId, int hexaSideNode[1][3], int hexaFaceNode[1][3], IntArray &controlNode, IntArray &controlDof, HuertaErrorEstimator::AnalysisMode aMode, const char *hexatype) | oofem::HuertaErrorEstimatorInterface | protected |
| showExtendedSparseMtrxStructure(CharType mtrx, oofegGraphicContext &gc, TimeStep *tStep) | oofem::StructuralElement | virtual |
| showSparseMtrxStructure(CharType mtrx, oofegGraphicContext &gc, TimeStep *tStep) | oofem::StructuralElement | virtual |
| SpatialLocalizerI_BBoxContainsPoint(const FloatArray &coords) | oofem::SpatialLocalizerInterface | |
| SpatialLocalizerI_containsPoint(const FloatArray &coords) | oofem::SpatialLocalizerInterface | virtual |
| SpatialLocalizerI_giveBBox(FloatArray &bb0, FloatArray &bb1) | oofem::SpatialLocalizerInterface | virtual |
| SpatialLocalizerI_giveClosestPoint(FloatArray &lcoords, FloatArray &closest, const FloatArray &gcoords) | oofem::SpatialLocalizerInterface | virtual |
| SpatialLocalizerInterface(Element *element) | oofem::SpatialLocalizerInterface | inline |
| SPRNodalRecoveryMI_giveDofMansDeterminedByPatch(IntArray &answer, int pap) | oofem::PlaneStress2d | virtual |
| SPRNodalRecoveryMI_giveNumberOfIP() | oofem::PlaneStress2d | virtual |
| SPRNodalRecoveryMI_givePatchType() | oofem::PlaneStress2d | virtual |
| SPRNodalRecoveryMI_giveSPRAssemblyPoints(IntArray &pap) | oofem::PlaneStress2d | virtual |
| SPRNodalRecoveryModelInterface() | oofem::SPRNodalRecoveryModelInterface | inline |
| Structural2DElement(int n, Domain *d) | oofem::Structural2DElement | |
| StructuralElement(int n, Domain *d) | oofem::StructuralElement | |
| testElementExtension(ElementExtension ext) | oofem::Structural2DElement | inlineprotectedvirtual |
| unpackAndUpdateUnknowns(DataStream &buff, TimeStep *tStep) | oofem::Element | |
| updateBeforeNonlocalAverage(TimeStep *tStep) | oofem::StructuralElement | virtual |
| updateInternalState(TimeStep *tStep) | oofem::StructuralElement | virtual |
| updateLocalNumbering(EntityRenumberingFunctor &f) | oofem::Element | virtual |
| updateYourself(TimeStep *tStep) | oofem::PlaneStress2dXfem | protectedvirtual |
| updateYourselfCZ(TimeStep *tStep) | oofem::XfemElementInterface | |
| useNonStdCz() | oofem::XfemStructuralElementInterface | |
| VTKXMLExportModuleElementInterface() | oofem::VTKXMLExportModuleElementInterface | inline |
| XfemElementInterface(Element *e) | oofem::XfemElementInterface | |
| XfemElementInterface(const XfemElementInterface &src)=delete | oofem::XfemElementInterface | |
| XfemElementInterface_computeConsistentMassMatrix(FloatMatrix &answer, TimeStep *tStep, double &mass, const double *ipDensity=NULL) | oofem::XfemStructuralElementInterface | virtual |
| XfemElementInterface_computeConstitutiveMatrixAt(FloatMatrix &answer, MatResponseMode rMode, GaussPoint *, TimeStep *tStep) | oofem::XfemStructuralElementInterface | virtual |
| XfemElementInterface_computeDeformationGradientVector(FloatArray &answer, GaussPoint *gp, TimeStep *tStep) | oofem::XfemStructuralElementInterface | virtual |
| XfemElementInterface_computeStressVector(FloatArray &answer, const FloatArray &strain, GaussPoint *gp, TimeStep *tStep) | oofem::XfemStructuralElementInterface | virtual |
| XfemElementInterface_createEnrBHmatrixAt(FloatMatrix &oAnswer, GaussPoint &iGP, Element &iEl) | oofem::XfemElementInterface | |
| XfemElementInterface_createEnrBmatrixAt(FloatMatrix &oAnswer, GaussPoint &iGP, Element &iEl) | oofem::XfemElementInterface | |
| XfemElementInterface_createEnrNmatrixAt(FloatMatrix &oAnswer, const FloatArray &iLocCoord, Element &iEl, bool iSetDiscontContribToZero) | oofem::XfemElementInterface | |
| XfemElementInterface_createEnrNmatrixAt(FloatMatrix &oAnswer, const FloatArray &iLocCoord, Element &iEl, const std::vector< int > &iLocNodeInd, bool iSetDiscontContribToZero) | oofem::XfemElementInterface | |
| XfemElementInterface_giveNumDofManEnrichments(const DofManager &iDMan, XfemManager &iXMan) const | oofem::XfemElementInterface | |
| XfemElementInterface_partitionElement(std::vector< Triangle > &oTriangles, const std::vector< FloatArray > &iPoints) | oofem::XfemElementInterface | virtual |
| XfemElementInterface_prepareNodesForDelaunay(std::vector< std::vector< FloatArray > > &oPointPartitions, double &oCrackStartXi, double &oCrackEndXi, int iEnrItemIndex, bool &oIntersection) | oofem::XfemElementInterface | virtual |
| XfemElementInterface_prepareNodesForDelaunay(std::vector< std::vector< FloatArray > > &oPointPartitions, double &oCrackStartXi, double &oCrackEndXi, const Triangle &iTri, int iEnrItemIndex, bool &oIntersection) | oofem::XfemElementInterface | virtual |
| XfemElementInterface_updateIntegrationRule() | oofem::XfemStructuralElementInterface | virtual |
| XfemStructuralElementInterface(Element *e) | oofem::XfemStructuralElementInterface | |
| ZZNodalRecoveryMI_computeNNMatrix(FloatArray &answer, InternalStateType type) | oofem::ZZNodalRecoveryModelInterface | virtual |
| ZZNodalRecoveryMI_computeNValProduct(FloatMatrix &answer, InternalStateType type, TimeStep *tStep) | oofem::ZZNodalRecoveryModelInterface | virtual |
| ZZNodalRecoveryModelInterface(Element *element) | oofem::ZZNodalRecoveryModelInterface | inline |
| ~Element() | oofem::Element | virtual |
| ~FEMComponent() | oofem::FEMComponent | inlinevirtual |
| ~Interface() | oofem::Interface | inlinevirtual |
| ~NLStructuralElement() | oofem::NLStructuralElement | inlinevirtual |
| ~PlaneStress2d() | oofem::PlaneStress2d | virtual |
| ~PlaneStress2dXfem() | oofem::PlaneStress2dXfem | inlinevirtual |
| ~PlaneStressElement() | oofem::PlaneStressElement | inlinevirtual |
| ~Structural2DElement() | oofem::Structural2DElement | virtual |
| ~StructuralElement() | oofem::StructuralElement | virtual |
| ~XfemElementInterface() | oofem::XfemElementInterface | virtual |
| ~XfemStructuralElementInterface() | oofem::XfemStructuralElementInterface | virtual |