|
OOFEM
2.4
OOFEM.org - Object Oriented Finite Element Solver
|
This is the complete list of members for oofem::Shell7Base, 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 |
| bodyLoadArray | oofem::Element | protected |
| boundaryLoadArray | oofem::Element | protected |
| checkConsistency() | oofem::Shell7Base | virtual |
| computeArea() | oofem::Element | virtual |
| computeAreaAround(GaussPoint *gp, double xi)=0 | oofem::Shell7Base | protectedpure virtual |
| computeBHmatrixAt(GaussPoint *gp, FloatMatrix &answer) | oofem::NLStructuralElement | inlineprotectedvirtual |
| computeBmatrixAt(GaussPoint *gp, FloatMatrix &answer, int li=1, int ui=ALL_STRAINS) | oofem::Shell7Base | inlineprotectedvirtual |
| computeBmatrixAt(const FloatArray &lCoords, FloatMatrix &answer, int li=1, int ui=ALL_STRAINS) | oofem::Shell7Base | protectedvirtual |
| computeBodyLoadVectorAt(FloatArray &answer, Load *forLoad, TimeStep *tStep, ValueModeType mode) | oofem::Shell7Base | protectedvirtual |
| computeBoundaryEdgeLoadVector(FloatArray &answer, BoundaryLoad *load, int boundary, CharType type, ValueModeType mode, TimeStep *tStep, bool global) | oofem::Shell7Base | 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 | |
| computeBulkTangentMatrix(FloatMatrix &answer, FloatArray &solVec, TimeStep *tStep) | oofem::Shell7Base | protectedvirtual |
| computeCauchyStressVector(FloatArray &answer, GaussPoint *gp, TimeStep *tStep) | oofem::Shell7Base | protectedvirtual |
| computeConsistentMassMatrix(FloatMatrix &answer, TimeStep *tStep, double &mass, const double *ipDensity=NULL) | oofem::StructuralElement | virtual |
| computeConstitutiveMatrixAt(FloatMatrix &answer, MatResponseMode rMode, GaussPoint *gp, TimeStep *tStep)=0 | oofem::StructuralElement | pure virtual |
| computeConvectiveMassForce(FloatArray &answer, TimeStep *tStep) | oofem::Shell7Base | protected |
| computeCurrentVolume(TimeStep *tStep) | oofem::NLStructuralElement | |
| computeDeformationGradientVector(FloatArray &answer, GaussPoint *gp, TimeStep *tStep) | oofem::NLStructuralElement | virtual |
| 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::StructuralElement | protectedvirtual |
| computeFailureCriteriaQuantities(FailureCriteriaStatus *fc, TimeStep *tStep) | oofem::FailureModuleElementInterface | inlinevirtual |
| computeFAt(const FloatArray &lCoords, FloatMatrix &answer, FloatArray &genEps, TimeStep *tStep) | oofem::Shell7Base | protected |
| computeField(ValueModeType mode, TimeStep *tStep, const FloatArray &lcoords, FloatArray &answer) | oofem::StructuralElement | virtual |
| computeFirstPKStressVector(FloatArray &answer, GaussPoint *gp, TimeStep *tStep) | oofem::NLStructuralElement | |
| computeGaussPoints()=0 | oofem::Shell7Base | protectedpure virtual |
| computeGlobalCoordinates(FloatArray &answer, const FloatArray &lcoords) | oofem::Shell7Base | virtual |
| computeGlobalCoordinatesOnEdge(FloatArray &answer, const FloatArray &lcoords, const int iEdge) | oofem::Shell7Base | virtual |
| computeGtoLRotationMatrix(FloatMatrix &answer) | oofem::Element | virtual |
| computeInitialStressMatrix(FloatMatrix &answer, TimeStep *tStep) | oofem::NLStructuralElement | virtual |
| computeInterLaminarStressesAt(int interfaceNum, TimeStep *tStep, std::vector< FloatArray > &interLamStresses) | oofem::Shell7Base | protected |
| computeLambdaGMatrices(FloatMatrix lambda[3], FloatArray &genEps, double zeta) | oofem::Shell7Base | protected |
| computeLambdaNMatrix(FloatMatrix &lambda, FloatArray &genEps, double zeta) | oofem::Shell7Base | protected |
| computeLength() | oofem::Element | virtual |
| computeLinearizedStiffness(GaussPoint *gp, StructuralMaterial *mat, TimeStep *tStep, FloatMatrix A[3][3]) | oofem::Shell7Base | protected |
| computeLoadGToLRotationMtrx(FloatMatrix &answer) | oofem::StructuralElement | inlineprotectedvirtual |
| computeLoadLEToLRotationMatrix(FloatMatrix &answer, int iEdge, GaussPoint *gp) | oofem::StructuralElement | inlineprotectedvirtual |
| 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::Shell7Base | protectedvirtual |
| computeMassMatrix(FloatMatrix &answer, TimeStep *tStep) | oofem::Shell7Base | protectedvirtual |
| computeMassMatrixNum(FloatMatrix &answer, TimeStep *tStep) | oofem::Shell7Base | protectedvirtual |
| computeMeanSize() | oofem::Element | |
| computeMidPlaneNormal(FloatArray &answer, const GaussPoint *gp) | oofem::Element | virtual |
| computeNmatrixAt(const FloatArray &iLocCoords, FloatMatrix &answer) | oofem::Shell7Base | protectedvirtual |
| computeNumberOfDofs() | oofem::Shell7Base | inlinevirtual |
| computeNumberOfGlobalDofs() | oofem::Element | virtual |
| computeNumberOfPrimaryMasterDofs() | oofem::Element | |
| computePointLoadVectorAt(FloatArray &answer, Load *load, TimeStep *tStep, ValueModeType mode, bool global=true) | oofem::StructuralElement | protectedvirtual |
| computePressureForce(FloatArray &answer, FloatArray solVec, const int iSurf, BoundaryLoad *surfLoad, TimeStep *tStep, ValueModeType mode) | oofem::Shell7Base | protected |
| computePressureForceAt(GaussPoint *gp, FloatArray &answer, const int iSurf, FloatArray genEps, BoundaryLoad *surfLoad, TimeStep *tStep, ValueModeType mode) | oofem::Shell7Base | protected |
| computePressureTangentMatrix(FloatMatrix &answer, Load *load, const int iSurf, TimeStep *tStep) | oofem::Shell7Base | protected |
| computeResultingIPEigenstrainAt(FloatArray &answer, TimeStep *tStep, GaussPoint *gp, ValueModeType mode) | oofem::StructuralElement | virtual |
| computeResultingIPTemperatureAt(FloatArray &answer, TimeStep *tStep, GaussPoint *gp, ValueModeType mode) | oofem::StructuralElement | virtual |
| computeSectionalForces(FloatArray &answer, TimeStep *tStep, FloatArray &solVec, int useUpdatedGpRecord=0) | oofem::Shell7Base | protected |
| computeSectionalForcesAt(FloatArray §ionalForces, IntegrationPoint *ip, Material *mat, TimeStep *tStep, FloatArray &genEpsC, double zeta) | oofem::Shell7Base | protected |
| computeStiffnessMatrix(FloatMatrix &answer, MatResponseMode rMode, TimeStep *tStep) | oofem::Shell7Base | protectedvirtual |
| computeStiffnessMatrix_withIRulesAsSubcells(FloatMatrix &answer, MatResponseMode rMode, TimeStep *tStep) | oofem::NLStructuralElement | |
| computeStrainVector(FloatArray &answer, GaussPoint *gp, TimeStep *tStep) | oofem::StructuralElement | virtual |
| computeStrainVectorInLayer(FloatArray &answer, const FloatArray &masterGpStrain, GaussPoint *masterGp, GaussPoint *slaveGp, TimeStep *tStep) | oofem::Shell7Base | inlineprotectedvirtual |
| computeStressMatrix(FloatMatrix &answer, FloatArray &genEps, GaussPoint *gp, Material *mat, TimeStep *tStep) | oofem::Shell7Base | protected |
| computeStressVector(FloatArray &answer, const FloatArray &strain, GaussPoint *gp, TimeStep *tStep)=0 | oofem::StructuralElement | pure 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 |
| computeThicknessMappingCoeff(GaussPoint *gp, FloatArray &answer) | oofem::Shell7Base | protected |
| computeTractionForce(FloatArray &answer, const int iedge, BoundaryLoad *edgeLoad, TimeStep *tStep, ValueModeType mode, bool map2elementDOFs=false) | oofem::Shell7Base | protectedvirtual |
| 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 | |
| computeVectorOfDofIDs(const IntArray &dofIdArray, ValueModeType u, TimeStep *tStep, FloatArray &answer) | oofem::Shell7Base | protected |
| 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::Element | inlinevirtual |
| computeVolumeAroundLayer(GaussPoint *mastergp, int layer)=0 | oofem::Shell7Base | protectedpure virtual |
| condense(FloatMatrix *stiff, FloatMatrix *mass, FloatArray *load, IntArray *what) | oofem::StructuralElement | protected |
| convV6ToV9Stress(const FloatArray &V6) | oofem::Shell7Base | protected |
| copyIPvalue enum value | oofem::Shell7Base | protected |
| CopyIPvaluesToNodes(std::vector< FloatArray > &recoveredValues, int layer, InternalStateType type, TimeStep *tStep) | oofem::Shell7Base | protected |
| 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::Element | inlinevirtual |
| drawRawGeometry(oofegGraphicContext &gc, TimeStep *tStep) | oofem::Element | inlinevirtual |
| drawScalar(oofegGraphicContext &gc, TimeStep *tStep) | oofem::Element | inlinevirtual |
| drawSpecial(oofegGraphicContext &gc, TimeStep *tStep) | oofem::Element | inlinevirtual |
| drawYourself(oofegGraphicContext &gc, TimeStep *tStep) | oofem::Element | virtual |
| edgeComputeBmatrixAt(const FloatArray &lCoords, FloatMatrix &answer, int li=1, int ui=ALL_STRAINS) | oofem::Shell7Base | protectedvirtual |
| edgeComputeLengthAround(GaussPoint *gp, const int iedge) | oofem::Shell7Base | protectedvirtual |
| edgeComputeNmatrixAt(const FloatArray &lCoords, FloatMatrix &answer) | oofem::Shell7Base | protectedvirtual |
| edgeEvalCovarBaseVectorsAt(const FloatArray &lCoords, const int iedge, FloatMatrix &gcov, TimeStep *tStep) | oofem::Shell7Base | protected |
| edgeEvalInitialCovarBaseVectorsAt(const FloatArray &lCoords, const int iedge, FloatArray &G1, FloatArray &G3) | oofem::Shell7Base | protected |
| edgeEvalInitialDirectorAt(const FloatArray &lCoords, FloatArray &answer, const int iEdge) | oofem::Shell7Base | protected |
| edgeGiveUpdatedSolutionVector(FloatArray &answer, const int iedge, TimeStep *tStep) | oofem::Shell7Base | protectedvirtual |
| Element(int n, Domain *aDomain) | oofem::Element | |
| Element(const Element &src)=delete | oofem::Element | |
| elemLocalCS | oofem::Element | protected |
| errorInfo(const char *func) const | oofem::FEMComponent | |
| estimatePackSize(DataStream &buff) | oofem::Element | |
| evalCovarBaseVectorsAt(const FloatArray &lCoords, FloatMatrix &gcov, FloatArray &genEps, TimeStep *tStep) | oofem::Shell7Base | protectedvirtual |
| evalCovarNormalAt(FloatArray &nCov, const FloatArray &lCoords, FloatArray &genEpsC, TimeStep *tStep) | oofem::Shell7Base | protectedvirtual |
| evalInitialContravarBaseVectorsAt(const FloatArray &lCoords, FloatMatrix &Gcon) | oofem::Shell7Base | protected |
| evalInitialCovarBaseVectorsAt(const FloatArray &lCoords, FloatMatrix &Gcov) | oofem::Shell7Base | |
| evalInitialCovarNormalAt(FloatArray &nCov, const FloatArray &lCoords) | oofem::Shell7Base | protectedvirtual |
| evalInitialDirectorAt(const FloatArray &lCoords, FloatArray &answer) | oofem::Shell7Base | protected |
| evaluateFailureCriteriaQuantities(FailureCriteriaStatus *fc, TimeStep *tStep) | oofem::Shell7Base | protectedvirtual |
| FailureModuleElementInterface() | oofem::FailureModuleElementInterface | inline |
| fei | oofem::Shell7Base | protected |
| FEMComponent(int n, Domain *d) | oofem::FEMComponent | inline |
| 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) | oofem::Shell7Base | protected |
| GetSurfaceIntegrationRule(int order) | oofem::StructuralElement | inlineprotectedvirtual |
| giveAxialMatrix(const FloatArray &vec) | oofem::Shell7Base | protected |
| 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 |
| giveCharacteristicLength(const FloatArray &normalToCrackPlane) | oofem::Element | inlinevirtual |
| 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::Element | inlinevirtual |
| giveCharacteristicValue(CharType type, TimeStep *tStep) | oofem::Element | virtual |
| giveCharacteristicVector(FloatArray &answer, CharType type, ValueModeType mode, TimeStep *tStep) | oofem::StructuralElement | virtual |
| giveClassName() const | oofem::Shell7Base | inlinevirtual |
| giveCompositeExportData(std::vector< VTKPiece > &vtkPieces, IntArray &primaryVarsToExport, IntArray &internalVarsToExport, IntArray cellVarsToExport, TimeStep *tStep) | oofem::Shell7Base | protectedvirtual |
| oofem::VTKXMLExportModuleElementInterface::giveCompositeExportData(VTKPiece &vtkPiece, IntArray &primaryVarsToExport, IntArray &internalVarsToExport, IntArray cellVarsToExport, TimeStep *tStep) | oofem::VTKXMLExportModuleElementInterface | inlinevirtual |
| giveCrossSection() | oofem::Element | |
| 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 &) const | oofem::Shell7Base | virtual |
| giveDomain() const | oofem::FEMComponent | inline |
| giveDualBase(FloatMatrix &base1, FloatMatrix &base2) | oofem::Shell7Base | static |
| giveEdgeDofMapping(IntArray &answer, int iEdge) const =0 | oofem::Shell7Base | protectedpure virtual |
| giveElementDofIDMask(IntArray &answer) const | oofem::Element | inlinevirtual |
| giveFictiousCZNodeCoordsForExport(std::vector< FloatArray > &nodes, int interface) | oofem::Shell7Base | protected |
| giveFictiousNodeCoordsForExport(std::vector< FloatArray > &nodes, int layer) | oofem::Shell7Base | protected |
| giveFictiousUpdatedNodeCoordsForExport(std::vector< FloatArray > &nodes, int layer, TimeStep *tStep) | oofem::Shell7Base | protected |
| giveGeneralizedStrainComponents(FloatArray genEps, FloatArray &dphidxi1, FloatArray &dphidxi2, FloatArray &dmdxi1, FloatArray &dmdxi2, FloatArray &m, double &dgamdxi1, double &dgamdxi2, double &gam) | oofem::Shell7Base | static |
| giveGeometryMode() | oofem::NLStructuralElement | inline |
| giveGeometryType() const | oofem::Element | virtual |
| giveGlobalIPValue(FloatArray &answer, GaussPoint *gp, InternalStateType type, TimeStep *tStep) | oofem::Element | |
| giveGlobalNumber() const | oofem::Element | inline |
| giveGlobalZcoord(const FloatArray &lCoords) | oofem::Shell7Base | protectedvirtual |
| giveGlobalZcoordInLayer(double xi, int layer) | oofem::Shell7Base | protectedvirtual |
| giveInitialEdgeSolutionVector(int i) | oofem::Shell7Base | inlineprotected |
| giveInitialNodeDirector(int i) | oofem::Shell7Base | inlineprotected |
| giveInitialSolutionVector() | oofem::Shell7Base | inlineprotected |
| giveInputRecord(DynamicInputRecord &input) | oofem::NLStructuralElement | virtual |
| giveInputRecordName() const =0 | oofem::FEMComponent | pure virtual |
| 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::Shell7Base | protectedvirtual |
| giveInternalDofManager(int i) const | oofem::Element | inlinevirtual |
| giveInternalDofManDofIDMask(int inode, IntArray &answer) const | oofem::Element | inlinevirtual |
| giveInternalForcesVector(FloatArray &answer, TimeStep *tStep, int useUpdatedGpRecord=0) | oofem::Shell7Base | protectedvirtual |
| 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::Element | inlinevirtual |
| giveInterpolation(DofIDItem id) const | oofem::Element | inlinevirtual |
| giveIPValue(FloatArray &answer, GaussPoint *gp, InternalStateType type, TimeStep *tStep) | oofem::Shell7Base | protectedvirtual |
| giveKnotSpanParallelMode(int) const | oofem::Element | inlinevirtual |
| giveL2contribution(FloatMatrix &ipValues, FloatMatrix &Nbar, int layer, InternalStateType type, TimeStep *tStep) | oofem::Shell7Base | protected |
| giveLabel() const | oofem::Element | inline |
| giveLayerContributionToSR(FloatMatrix &dSmat, FloatMatrix &dSmatLayerIP, int layer, double zeroThicknessLevel, TimeStep *tStep) | oofem::Shell7Base | protected |
| giveLayeredCS() | oofem::Shell7Base | 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 | |
| giveMassFactorsAt(GaussPoint *gp, FloatArray &answer, double &gam) | oofem::Shell7Base | protectedvirtual |
| giveMassMtrxIntegrationgMask(IntArray &answer) | oofem::StructuralElement | inlinevirtual |
| giveMaterial() | oofem::Element | virtual |
| giveMaterialMode() | oofem::Shell7Base | inlinevirtual |
| giveMaterialNumber() const | oofem::Element | inline |
| 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::Shell7Base | virtual |
| giveNumberOfEdgeDofManagers()=0 | oofem::Shell7Base | pure virtual |
| giveNumberOfEdgeDofs()=0 | oofem::Shell7Base | pure virtual |
| giveNumberOfInPlaneIP() | oofem::Shell7Base | inlinevirtual |
| giveNumberOfIntegrationRules() | oofem::Element | inline |
| giveNumberOfInternalDofManagers() const | oofem::Element | inlinevirtual |
| giveNumberOfIPForMassMtrxIntegration() | oofem::StructuralElement | protectedvirtual |
| giveNumberOfNodes() const | oofem::Element | inlinevirtual |
| giveOrderingDofTypes() const =0 | oofem::Shell7Base | protectedpure virtual |
| giveOrderingEdgeNodes() const =0 | oofem::Shell7Base | protectedpure virtual |
| giveOrderingNodes() const =0 | oofem::Shell7Base | protectedpure virtual |
| giveParallelMode() const | oofem::Element | inline |
| giveParentElSize() const | oofem::Element | inlinevirtual |
| givePartitionList() const | oofem::Element | inline |
| giveRecoveredTransverseInterfaceStress(std::vector< FloatMatrix > &transverseStress, TimeStep *tStep) | oofem::Shell7Base | protectedvirtual |
| giveRegionNumber() | oofem::Element | |
| giveRelativeSelfComputationalCost() | oofem::Element | inlinevirtual |
| giveRotationMatrix(FloatMatrix &answer) | oofem::Element | virtual |
| giveShellExportData(VTKPiece &vtkPiece, IntArray &primaryVarsToExport, IntArray &internalVarsToExport, IntArray cellVarsToExport, TimeStep *tStep) | oofem::Shell7Base | protectedvirtual |
| giveSide(int i) const | oofem::Element | virtual |
| giveSpatialDimension() | oofem::Element | virtual |
| giveSPRcontribution(FloatMatrix &eltIPvalues, FloatMatrix &eltPolynomialValues, int layer, InternalStateType type, TimeStep *tStep) | oofem::Shell7Base | protected |
| giveStructuralCrossSection() | oofem::StructuralElement | |
| giveSurfaceDofMapping(IntArray &answer, int iSurf) const =0 | oofem::Shell7Base | protectedpure virtual |
| giveSymVoigtIndex(int ind1, int ind2) | oofem::Shell7Base | protected |
| giveTractionBC(FloatMatrix &tractionTop, FloatMatrix &tractionBtm, TimeStep *tStep) | oofem::Shell7Base | protected |
| giveUnknownsAt(const FloatArray &lcoords, FloatArray &solVec, FloatArray &x, FloatArray &m, double &gam, TimeStep *tStep) | oofem::Shell7Base | protected |
| giveUpdatedSolutionVector(FloatArray &answer, TimeStep *tStep) | oofem::Shell7Base | protected |
| giveVoigtIndex(int ind1, int ind2) | oofem::Shell7Base | protected |
| giveZ2integratedPolynomial2GradientForStressRecAt(FloatArray &answer, FloatArray &coords) | oofem::Shell7Base | protected |
| giveZintegratedPolynomialGradientForStressRecAt(FloatArray &answer, FloatArray &coords) | oofem::Shell7Base | protected |
| globalNumber | oofem::Element | protected |
| initForNewStep() | oofem::Element | virtual |
| initialDisplacements | oofem::StructuralElement | protected |
| initialEdgeSolutionVectors | oofem::Shell7Base | protected |
| initializeFrom(InputRecord *ir) | oofem::Shell7Base | protectedvirtual |
| initializeYourself(TimeStep *timeStepWhenICApply) | oofem::Element | inlinevirtual |
| initialNodeDirectors | oofem::Shell7Base | protected |
| initialSolutionVector | oofem::Shell7Base | protected |
| integrationRulesArray | oofem::Element | protected |
| oofem::Interface() | oofem::Interface | inline |
| oofem::LayeredCrossSectionInterface::Interface() | oofem::Interface | inline |
| oofem::VTKXMLExportModuleElementInterface::Interface() | oofem::Interface | inline |
| oofem::ZZNodalRecoveryModelInterface::Interface() | oofem::Interface | inline |
| oofem::FailureModuleElementInterface::Interface() | oofem::Interface | inline |
| interpolationForCZExport | oofem::Shell7Base | protectedstatic |
| interpolationForExport | oofem::Shell7Base | 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 |
| L2fit enum value | oofem::Shell7Base | protected |
| LayeredCrossSectionInterface() | oofem::LayeredCrossSectionInterface | inline |
| layeredCS | oofem::Shell7Base | protected |
| LSfit enum value | oofem::Shell7Base | protected |
| mapStateVariables(Domain &iOldDom, const TimeStep &iTStep) | oofem::Element | virtual |
| material | oofem::Element | protected |
| nlGeometry | oofem::NLStructuralElement | protected |
| NLStructuralElement(int n, Domain *d) | oofem::NLStructuralElement | |
| NodalAveragingRecoveryMI_computeNodalValue(FloatArray &answer, int node, InternalStateType type, TimeStep *tStep) | oofem::Shell7Base | protectedvirtual |
| NodalAveragingRecoveryMI_computeSideValue(FloatArray &answer, int side, InternalStateType type, TimeStep *tStep) | oofem::Shell7Base | protectedvirtual |
| NodalAveragingRecoveryModelInterface() | oofem::NodalAveragingRecoveryModelInterface | inline |
| nodalLeastSquareFitFromIP(std::vector< FloatArray > &recoveredValues, int layer, InternalStateType type, TimeStep *tStep) | oofem::Shell7Base | protected |
| NodalRecoveryMI_computeNNMatrix(FloatArray &answer, int layer, InternalStateType type) | oofem::Shell7Base | protected |
| NodalRecoveryMI_computeNValProduct(FloatMatrix &answer, int layer, InternalStateType type, TimeStep *tStep) | oofem::Shell7Base | protected |
| NodalRecoveryMI_recoverValues(std::vector< FloatArray > &recoveredValues, int layer, InternalStateType type, TimeStep *tStep) | oofem::Shell7Base | protected |
| number | oofem::FEMComponent | protected |
| numberOfDofMans | oofem::Element | protected |
| numberOfGaussPoints | oofem::Element | protected |
| numInPlaneIP | oofem::Shell7Base | protected |
| operator=(const Element &src)=delete | oofem::Element | |
| packUnknowns(DataStream &buff, TimeStep *tStep) | oofem::Element | |
| parallel_mode | oofem::Element | protected |
| partitions | oofem::Element | protected |
| postInitialize() | oofem::Shell7Base | virtual |
| predictRelativeComputationalCost() | oofem::Element | virtual |
| predictRelativeRedistributionCost() | oofem::Element | inlinevirtual |
| printOutputAt(FILE *file, TimeStep *tStep) | oofem::Shell7Base | virtual |
| printYourself() | oofem::FEMComponent | inlinevirtual |
| recoverShearStress(TimeStep *tStep) | oofem::Shell7Base | protectedvirtual |
| recoverStress | oofem::Shell7Base | protected |
| recoverValuesFromIP(std::vector< FloatArray > &nodes, int layer, InternalStateType type, TimeStep *tStep, stressRecoveryType SRtype=copyIPvalue) | oofem::Shell7Base | protected |
| 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 |
| setupInitialEdgeSolutionVector() | oofem::Shell7Base | protected |
| setupInitialNodeDirectors() | oofem::Shell7Base | protectedvirtual |
| setupInitialSolutionVector() | oofem::Shell7Base | protected |
| setupIRForMassMtrxIntegration(IntegrationRule &iRule) | oofem::StructuralElement | protectedvirtual |
| Shell7Base(int n, Domain *d) | oofem::Shell7Base | |
| showExtendedSparseMtrxStructure(CharType mtrx, oofegGraphicContext &gc, TimeStep *tStep) | oofem::StructuralElement | virtual |
| showSparseMtrxStructure(CharType mtrx, oofegGraphicContext &gc, TimeStep *tStep) | oofem::StructuralElement | virtual |
| stressRecoveryType enum name | oofem::Shell7Base | protected |
| StructuralElement(int n, Domain *d) | oofem::StructuralElement | |
| temp_computeBoundaryVectorOf(IntArray &dofIdArray, int boundary, ValueModeType u, TimeStep *tStep, FloatArray &answer) | oofem::Shell7Base | protected |
| testElementExtension(ElementExtension ext) | oofem::Element | inlinevirtual |
| unpackAndUpdateUnknowns(DataStream &buff, TimeStep *tStep) | oofem::Element | |
| updateBeforeNonlocalAverage(TimeStep *tStep) | oofem::StructuralElement | virtual |
| updateInternalState(TimeStep *tStep) | oofem::StructuralElement | virtual |
| updateLayerTransvNormalStressSR(FloatMatrix &dSzzMatLayerIP, FloatArray &SzzMatOld, int layer) | oofem::Shell7Base | protected |
| updateLayerTransvShearStressesSR(FloatMatrix &dSmatLayerIP, FloatMatrix &SmatOld, int layer) | oofem::Shell7Base | protected |
| updateLayerTransvStressesSR(FloatMatrix &dSmatLayerIP, int layer) | oofem::Shell7Base | protected |
| updateLocalNumbering(EntityRenumberingFunctor &f) | oofem::Element | virtual |
| updateYourself(TimeStep *tStep) | oofem::StructuralElement | virtual |
| voigtIndices | oofem::Shell7Base | protected |
| vtkEvalInitialGlobalCoordinateAt(const FloatArray &localCoords, int layer, FloatArray &globalCoords) | oofem::Shell7Base | protectedvirtual |
| vtkEvalInitialGlobalCZCoordinateAt(const FloatArray &localCoords, int interface, FloatArray &globalCoords) | oofem::Shell7Base | protectedvirtual |
| vtkEvalUpdatedGlobalCoordinateAt(const FloatArray &localCoords, int layer, FloatArray &globalCoords, TimeStep *tStep) | oofem::Shell7Base | protectedvirtual |
| VTKXMLExportModuleElementInterface() | oofem::VTKXMLExportModuleElementInterface | inline |
| ZZNodalRecoveryMI_ComputeEstimatedInterpolationMtrx(FloatArray &answer, GaussPoint *gp, InternalStateType type) | oofem::Shell7Base | protectedvirtual |
| ZZNodalRecoveryMI_computeNNMatrix(FloatArray &answer, InternalStateType type) | oofem::ZZNodalRecoveryModelInterface | virtual |
| ZZNodalRecoveryMI_computeNValProduct(FloatMatrix &answer, InternalStateType type, TimeStep *tStep) | oofem::ZZNodalRecoveryModelInterface | virtual |
| ZZNodalRecoveryMI_giveElement() | oofem::Shell7Base | inlinevirtual |
| ZZNodalRecoveryModelInterface(Element *element) | oofem::ZZNodalRecoveryModelInterface | inline |
| ~Element() | oofem::Element | virtual |
| ~FEMComponent() | oofem::FEMComponent | inlinevirtual |
| ~Interface() | oofem::Interface | inlinevirtual |
| ~NLStructuralElement() | oofem::NLStructuralElement | inlinevirtual |
| ~Shell7Base() | oofem::Shell7Base | inlinevirtual |
| ~StructuralElement() | oofem::StructuralElement | virtual |