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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::DKTPlate3d, 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 |
| area | oofem::DKTPlate | protected |
| bodyLoadArray | oofem::Element | protected |
| boundaryLoadArray | oofem::Element | protected |
| checkConsistency() | oofem::NLStructuralElement | protectedvirtual |
| computeArea() | oofem::Element | virtual |
| computeBHmatrixAt(GaussPoint *gp, FloatMatrix &answer) | oofem::NLStructuralElement | inlineprotectedvirtual |
| computeBmatrixAt(GaussPoint *gp, FloatMatrix &answer, int=1, int=ALL_STRAINS) | oofem::DKTPlate | protectedvirtual |
| computeBodyLoadVectorAt(FloatArray &answer, Load *forLoad, TimeStep *tStep, ValueModeType mode) | oofem::DKTPlate3d | protectedvirtual |
| 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 | |
| computeConsistentMassMatrix(FloatMatrix &answer, TimeStep *tStep, double &mass, const double *ipDensity=NULL) | oofem::StructuralElement | virtual |
| computeConstitutiveMatrixAt(FloatMatrix &answer, MatResponseMode rMode, GaussPoint *gp, TimeStep *tStep) | oofem::DKTPlate | protectedvirtual |
| 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::DKTPlate | virtual |
| computeEdgeVolumeAround(GaussPoint *gp, int iEdge) | oofem::DKTPlate3d | protectedvirtual |
| computeField(ValueModeType mode, TimeStep *tStep, const FloatArray &lcoords, FloatArray &answer) | oofem::StructuralElement | virtual |
| computeFirstPKStressVector(FloatArray &answer, GaussPoint *gp, TimeStep *tStep) | oofem::NLStructuralElement | |
| computeGaussPoints() | oofem::DKTPlate | virtual |
| computeGlobalCoordinates(FloatArray &answer, const FloatArray &lcoords) | oofem::DKTPlate3d | virtual |
| computeGtoLRotationMatrix() | oofem::DKTPlate3d | virtual |
| computeGtoLRotationMatrix(FloatMatrix &answer) | oofem::DKTPlate3d | virtual |
| computeInitialStressMatrix(FloatMatrix &answer, TimeStep *tStep) | oofem::NLStructuralElement | virtual |
| computeLength() | oofem::Element | virtual |
| computeLoadGToLRotationMtrx(FloatMatrix &answer) | oofem::DKTPlate3d | protectedvirtual |
| computeLoadLEToLRotationMatrix(FloatMatrix &answer, int iEdge, GaussPoint *gp) | oofem::DKTPlate3d | protectedvirtual |
| computeLoadLSToLRotationMatrix(FloatMatrix &answer, int iSurf, GaussPoint *gp) | oofem::DKTPlate3d | protectedvirtual |
| computeLoadVector(FloatArray &answer, BodyLoad *load, CharType type, ValueModeType mode, TimeStep *tStep) | oofem::StructuralElement | virtual |
| computeLocalCoordinates(FloatArray &answer, const FloatArray &gcoords) | oofem::DKTPlate3d | virtual |
| computeLumpedMassMatrix(FloatMatrix &answer, TimeStep *tStep) | oofem::DKTPlate | virtual |
| computeMassMatrix(FloatMatrix &answer, TimeStep *tStep) | oofem::DKTPlate | inlinevirtual |
| computeMeanSize() | oofem::Element | |
| computeMidPlaneNormal(FloatArray &answer, const GaussPoint *gp) | oofem::DKTPlate | virtual |
| computeNmatrixAt(const FloatArray &iLocCoord, FloatMatrix &answer) | oofem::DKTPlate | protectedvirtual |
| computeNumberOfDofs() | oofem::DKTPlate3d | inlinevirtual |
| computeNumberOfGlobalDofs() | oofem::DKTPlate3d | inlinevirtual |
| 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 |
| computeShearForces(FloatArray &answer, GaussPoint *gp, TimeStep *tStep) | oofem::DKTPlate | |
| computeStiffnessMatrix(FloatMatrix &answer, MatResponseMode rMode, TimeStep *tStep) | oofem::NLStructuralElement | virtual |
| 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::DKTPlate | virtual |
| computeStressVector(FloatArray &answer, const FloatArray &strain, GaussPoint *gp, TimeStep *tStep) | oofem::DKTPlate | protectedvirtual |
| computeSurfaceNMatrix(FloatMatrix &answer, int boundaryID, const FloatArray &lcoords) | oofem::StructuralElement | virtual |
| computeSurfaceNMatrixAt(FloatMatrix &answer, int iSurf, GaussPoint *gp) | oofem::DKTPlate3d | protectedvirtual |
| computeSurfaceVolumeAround(GaussPoint *gp, int iSurf) | oofem::DKTPlate3d | 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 | |
| computeVertexBendingMoments(FloatMatrix &answer, TimeStep *tStep) | oofem::DKTPlate | |
| computeVolume() | oofem::Element | virtual |
| computeVolumeAreaOrLength() | oofem::Element | virtual |
| computeVolumeAround(GaussPoint *gp) | oofem::DKTPlate | virtual |
| condense(FloatMatrix *stiff, FloatMatrix *mass, FloatArray *load, IntArray *what) | oofem::StructuralElement | protected |
| createMaterialStatus() | oofem::StructuralElement | virtual |
| crossSection | oofem::Element | protected |
| DKTPlate(int n, Domain *d) | oofem::DKTPlate | |
| DKTPlate3d(int n, Domain *d) | oofem::DKTPlate3d | |
| dofManArray | oofem::Element | protected |
| domain | oofem::FEMComponent | protected |
| drawAnnotation(oofegGraphicContext &gc, TimeStep *tStep) | oofem::Element | virtual |
| drawDeformedGeometry(oofegGraphicContext &gc, TimeStep *tStep, UnknownType type) | oofem::DKTPlate | virtual |
| drawRawGeometry(oofegGraphicContext &gc, TimeStep *tStep) | oofem::DKTPlate | virtual |
| drawScalar(oofegGraphicContext &gc, TimeStep *tStep) | oofem::DKTPlate | virtual |
| drawSpecial(oofegGraphicContext &gc, TimeStep *tStep) | oofem::Element | inlinevirtual |
| drawYourself(oofegGraphicContext &gc, TimeStep *tStep) | oofem::Element | virtual |
| 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 | |
| FEMComponent(int n, Domain *d) | oofem::FEMComponent | inline |
| GetSurfaceIntegrationRule(int iSurf) | oofem::DKTPlate3d | protectedvirtual |
| 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::DKTPlate | 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::Element | inlinevirtual |
| giveCharacteristicTensor(FloatMatrix &answer, CharTensor type, GaussPoint *gp, TimeStep *tStep) | oofem::DKTPlate3d | protected |
| giveCharacteristicValue(CharType type, TimeStep *tStep) | oofem::Element | virtual |
| giveCharacteristicVector(FloatArray &answer, CharType type, ValueModeType mode, TimeStep *tStep) | oofem::StructuralElement | virtual |
| giveClassName() const | oofem::DKTPlate3d | 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::DKTPlate3d | virtual |
| giveDomain() const | oofem::FEMComponent | inline |
| giveEdgeDofMapping(IntArray &answer, int iEdge) const | oofem::DKTPlate3d | protectedvirtual |
| giveElementDofIDMask(IntArray &answer) const | oofem::Element | inlinevirtual |
| 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 |
| giveInputRecord(DynamicInputRecord &input) | oofem::NLStructuralElement | virtual |
| giveInputRecordName() const | oofem::DKTPlate3d | 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::DKTPlate | virtual |
| 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::NLStructuralElement | 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::DKTPlate | virtual |
| giveInterpolation(DofIDItem id) const | oofem::DKTPlate | virtual |
| giveIPValue(FloatArray &answer, GaussPoint *gp, InternalStateType type, TimeStep *tStep) | oofem::DKTPlate3d | virtual |
| giveKnotSpanParallelMode(int) const | oofem::Element | inlinevirtual |
| giveLabel() const | oofem::Element | inline |
| giveLengthInDir(const FloatArray &normalToCrackPlane) | oofem::Element | virtual |
| giveLocalCoordinates(FloatArray &answer, FloatArray &global) | oofem::DKTPlate3d | protected |
| giveLocalCoordinateSystem(FloatMatrix &answer) | oofem::DKTPlate3d | inlinevirtual |
| 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::DKTPlate | inlinevirtual |
| giveMaterialNumber() const | oofem::Element | inline |
| giveNode(int i) const | oofem::Element | inline |
| giveNodeCoordinates(double &x1, double &x2, double &x3, double &y1, double &y2, double &y3, double &z1, double &z2, double &z3) | oofem::DKTPlate3d | protectedvirtual |
| 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::StructuralElement | protectedvirtual |
| giveNumberOfNodes() const | oofem::Element | inlinevirtual |
| giveParallelMode() const | oofem::Element | inline |
| giveParentElSize() const | oofem::Element | 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 | |
| giveSurfaceDofMapping(IntArray &answer, int iSurf) const | oofem::DKTPlate3d | protectedvirtual |
| globalNumber | oofem::Element | protected |
| GtoLRotationMatrix | oofem::DKTPlate3d | protected |
| initForNewStep() | oofem::Element | virtual |
| initialDisplacements | oofem::StructuralElement | protected |
| initializeFrom(InputRecord *ir) | oofem::DKTPlate | virtual |
| initializeYourself(TimeStep *timeStepWhenICApply) | oofem::Element | inlinevirtual |
| integrationRulesArray | oofem::Element | protected |
| oofem::Interface() | oofem::Interface | inline |
| oofem::ZZNodalRecoveryModelInterface::Interface() | oofem::Interface | inline |
| oofem::NodalAveragingRecoveryModelInterface::Interface() | oofem::Interface | inline |
| oofem::SPRNodalRecoveryModelInterface::Interface() | oofem::Interface | inline |
| oofem::ZZErrorEstimatorInterface::Interface() | oofem::Interface | inline |
| interp_lin | oofem::DKTPlate | 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 |
| LayeredCrossSectionInterface() | oofem::LayeredCrossSectionInterface | inline |
| 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::DKTPlate | virtual |
| NodalAveragingRecoveryModelInterface() | oofem::NodalAveragingRecoveryModelInterface | inline |
| number | oofem::FEMComponent | protected |
| numberOfDofMans | oofem::Element | protected |
| numberOfGaussPoints | oofem::Element | 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::Element | virtual |
| predictRelativeComputationalCost() | oofem::Element | virtual |
| predictRelativeRedistributionCost() | oofem::Element | inlinevirtual |
| printOutputAt(FILE *file, TimeStep *tStep) | oofem::DKTPlate3d | virtual |
| printYourself() | oofem::FEMComponent | inlinevirtual |
| 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 |
| showExtendedSparseMtrxStructure(CharType mtrx, oofegGraphicContext &gc, TimeStep *tStep) | oofem::StructuralElement | virtual |
| showSparseMtrxStructure(CharType mtrx, oofegGraphicContext &gc, TimeStep *tStep) | oofem::StructuralElement | virtual |
| SPRNodalRecoveryMI_giveDofMansDeterminedByPatch(IntArray &answer, int pap) | oofem::DKTPlate | virtual |
| SPRNodalRecoveryMI_giveNumberOfIP() | oofem::DKTPlate | inlinevirtual |
| SPRNodalRecoveryMI_givePatchType() | oofem::DKTPlate | virtual |
| SPRNodalRecoveryMI_giveSPRAssemblyPoints(IntArray &pap) | oofem::DKTPlate | virtual |
| SPRNodalRecoveryModelInterface() | oofem::SPRNodalRecoveryModelInterface | inline |
| stateCounter | oofem::DKTPlate | protected |
| StructuralElement(int n, Domain *d) | oofem::StructuralElement | |
| testElementExtension(ElementExtension ext) | oofem::DKTPlate3d | inlinevirtual |
| 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::StructuralElement | virtual |
| vertexMoments | oofem::DKTPlate | protected |
| ZZErrorEstimatorI_computeElementContributions(double &eNorm, double &sNorm, ZZErrorEstimator::NormType norm, InternalStateType type, TimeStep *tStep) | oofem::ZZErrorEstimatorInterface | virtual |
| ZZErrorEstimatorI_computeLocalStress(FloatArray &answer, FloatArray &sig) | oofem::ZZErrorEstimatorInterface | inlinevirtual |
| ZZErrorEstimatorI_giveIntegrationRule() | oofem::ZZErrorEstimatorInterface | inlinevirtual |
| ZZErrorEstimatorInterface(Element *element) | oofem::ZZErrorEstimatorInterface | inline |
| 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 |
| ~DKTPlate() | oofem::DKTPlate | inlinevirtual |
| ~DKTPlate3d() | oofem::DKTPlate3d | inlinevirtual |
| ~Element() | oofem::Element | virtual |
| ~FEMComponent() | oofem::FEMComponent | inlinevirtual |
| ~Interface() | oofem::Interface | inlinevirtual |
| ~NLStructuralElement() | oofem::NLStructuralElement | inlinevirtual |
| ~StructuralElement() | oofem::StructuralElement | virtual |