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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::WarpingCrossSection, including all inherited members.
| checkConsistency() | oofem::SimpleCrossSection | virtual |
| createMaterialStatus(GaussPoint &iGP) | oofem::SimpleCrossSection | virtual |
| CrossSection(int n, Domain *d) | oofem::CrossSection | |
| czMaterialNumber | oofem::SimpleCrossSection | protected |
| domain | oofem::FEMComponent | protected |
| errorInfo(const char *func) const | oofem::FEMComponent | |
| estimatePackSize(DataStream &buff, GaussPoint *gp) | oofem::SimpleCrossSection | virtual |
| FEMComponent(int n, Domain *d) | oofem::FEMComponent | inline |
| give(int aProperty, GaussPoint *gp) | oofem::SimpleCrossSection | virtual |
| give(CrossSectionProperty a, GaussPoint *gp) | oofem::SimpleCrossSection | inlinevirtual |
| give(CrossSectionProperty a, const FloatArray &coords, Element *elem, bool local) | oofem::SimpleCrossSection | inlinevirtual |
| give2dBeamStiffMtrx(FloatMatrix &answer, MatResponseMode mode, GaussPoint *gp, TimeStep *tStep) | oofem::SimpleCrossSection | virtual |
| give2dPlateStiffMtrx(FloatMatrix &answer, MatResponseMode mode, GaussPoint *gp, TimeStep *tStep) | oofem::SimpleCrossSection | virtual |
| give2dPlateSubSoilStiffMtrx(FloatMatrix &answer, MatResponseMode mode, GaussPoint *gp, TimeStep *tStep) | oofem::SimpleCrossSection | virtual |
| give3dBeamStiffMtrx(FloatMatrix &answer, MatResponseMode mode, GaussPoint *gp, TimeStep *tStep) | oofem::SimpleCrossSection | virtual |
| give3dBeamSubSoilStiffMtrx(FloatMatrix &answer, MatResponseMode mode, GaussPoint *gp, TimeStep *tStep) | oofem::StructuralCrossSection | virtual |
| give3dDegeneratedShellStiffMtrx(FloatMatrix &answer, MatResponseMode rMode, GaussPoint *gp, TimeStep *tStep) | oofem::SimpleCrossSection | virtual |
| give3dShellStiffMtrx(FloatMatrix &answer, MatResponseMode mode, GaussPoint *gp, TimeStep *tStep) | oofem::SimpleCrossSection | virtual |
| giveCauchyStresses(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedFIncrement, TimeStep *tStep) | oofem::SimpleCrossSection | virtual |
| giveCharMaterialStiffnessMatrix(FloatMatrix &answer, MatResponseMode mode, GaussPoint *gp, TimeStep *tStep) | oofem::SimpleCrossSection | virtual |
| giveClassName() const | oofem::WarpingCrossSection | inlinevirtual |
| giveDomain() const | oofem::FEMComponent | inline |
| giveEshelbyStresses(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedvF, TimeStep *tStep) | oofem::SimpleCrossSection | virtual |
| giveFirstPKStresses(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedFIncrement, TimeStep *tStep) | oofem::SimpleCrossSection | virtual |
| giveGeneralizedStress_3dBeamSubSoil(FloatArray &answer, GaussPoint *gp, const FloatArray &generalizedStrain, TimeStep *tStep) | oofem::StructuralCrossSection | virtual |
| giveGeneralizedStress_Beam2d(FloatArray &answer, GaussPoint *gp, const FloatArray &generalizedStrain, TimeStep *tStep) | oofem::SimpleCrossSection | virtual |
| giveGeneralizedStress_Beam3d(FloatArray &answer, GaussPoint *gp, const FloatArray &generalizedStrain, TimeStep *tStep) | oofem::SimpleCrossSection | virtual |
| giveGeneralizedStress_MembraneRot(FloatArray &answer, GaussPoint *gp, const FloatArray &generalizedStrain, TimeStep *tStep) | oofem::SimpleCrossSection | virtual |
| giveGeneralizedStress_Plate(FloatArray &answer, GaussPoint *gp, const FloatArray &generalizedStrain, TimeStep *tStep) | oofem::SimpleCrossSection | virtual |
| giveGeneralizedStress_PlateSubSoil(FloatArray &answer, GaussPoint *gp, const FloatArray &generalizedStrain, TimeStep *tStep) | oofem::SimpleCrossSection | virtual |
| giveGeneralizedStress_Shell(FloatArray &answer, GaussPoint *gp, const FloatArray &generalizedStrain, TimeStep *tStep) | oofem::SimpleCrossSection | virtual |
| giveInputRecord(DynamicInputRecord &input) | oofem::SimpleCrossSection | virtual |
| giveInputRecordName() const | oofem::WarpingCrossSection | inlinevirtual |
| giveInterface(InterfaceType t) | oofem::FEMComponent | inlinevirtual |
| giveIPValue(FloatArray &answer, GaussPoint *ip, InternalStateType type, TimeStep *tStep) | oofem::SimpleCrossSection | virtual |
| giveMaterial(IntegrationPoint *ip) | oofem::SimpleCrossSection | virtual |
| giveMaterialInterface(InterfaceType t, IntegrationPoint *ip) | oofem::SimpleCrossSection | virtual |
| giveMaterialNumber() const | oofem::SimpleCrossSection | inline |
| giveMembraneRotStiffMtrx(FloatMatrix &answer, MatResponseMode mode, GaussPoint *gp, TimeStep *tStep) | oofem::SimpleCrossSection | virtual |
| giveNumber() const | oofem::FEMComponent | inline |
| giveRealStress_1d(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedStrain, TimeStep *tStep) | oofem::SimpleCrossSection | virtual |
| giveRealStress_3d(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedStrain, TimeStep *tStep) | oofem::SimpleCrossSection | virtual |
| giveRealStress_3dDegeneratedShell(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedStrain, TimeStep *tStep) | oofem::SimpleCrossSection | virtual |
| giveRealStress_PlaneStrain(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedStrain, TimeStep *tStep) | oofem::SimpleCrossSection | virtual |
| giveRealStress_PlaneStress(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedStrain, TimeStep *tStep) | oofem::SimpleCrossSection | virtual |
| giveRealStress_Warping(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedStrain, TimeStep *tStep) | oofem::SimpleCrossSection | virtual |
| giveRealStresses(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedStrain, TimeStep *tStep) | oofem::StructuralCrossSection | |
| giveRelativeSelfComputationalCost() | oofem::CrossSection | inlinevirtual |
| giveSetNumber() const | oofem::CrossSection | inline |
| giveStiffnessMatrix_1d(FloatMatrix &answer, MatResponseMode mode, GaussPoint *gp, TimeStep *tStep) | oofem::SimpleCrossSection | virtual |
| giveStiffnessMatrix_3d(FloatMatrix &answer, MatResponseMode mode, GaussPoint *gp, TimeStep *tStep) | oofem::SimpleCrossSection | virtual |
| giveStiffnessMatrix_dCde(FloatMatrix &answer, MatResponseMode mode, GaussPoint *gp, TimeStep *tStep) | oofem::SimpleCrossSection | virtual |
| giveStiffnessMatrix_dPdF(FloatMatrix &answer, MatResponseMode mode, GaussPoint *gp, TimeStep *tStep) | oofem::SimpleCrossSection | virtual |
| giveStiffnessMatrix_PlaneStrain(FloatMatrix &answer, MatResponseMode mode, GaussPoint *gp, TimeStep *tStep) | oofem::SimpleCrossSection | virtual |
| giveStiffnessMatrix_PlaneStress(FloatMatrix &answer, MatResponseMode mode, GaussPoint *gp, TimeStep *tStep) | oofem::SimpleCrossSection | virtual |
| giveTemperatureVector(FloatArray &answer, GaussPoint *gp, TimeStep *tStep) | oofem::SimpleCrossSection | virtual |
| giveWarpingNodeNumber() const | oofem::WarpingCrossSection | inline |
| hasProperty(CrossSectionProperty a) | oofem::CrossSection | virtual |
| imposeStrainConstrainsOnGradient(GaussPoint *gp, FloatArray *gradientStressVector3d) | oofem::StructuralCrossSection | virtual |
| imposeStressConstrainsOnGradient(GaussPoint *gp, FloatArray *gradientStressVector3d) | oofem::StructuralCrossSection | virtual |
| initializeFrom(InputRecord *ir) | oofem::WarpingCrossSection | virtual |
| isCharacteristicMtrxSymmetric(MatResponseMode mode) | oofem::SimpleCrossSection | virtual |
| materialNumber | oofem::SimpleCrossSection | protected |
| number | oofem::FEMComponent | protected |
| packUnknowns(DataStream &buff, TimeStep *tStep, GaussPoint *gp) | oofem::SimpleCrossSection | virtual |
| predictRelativeComputationalCost(GaussPoint *ip) | oofem::CrossSection | virtual |
| predictRelativeRedistributionCost(GaussPoint *gp) | oofem::CrossSection | inlinevirtual |
| printOutputAt(FILE *file, TimeStep *tStep) | oofem::FEMComponent | inlinevirtual |
| printYourself() | oofem::CrossSection | virtual |
| propertyDictionary | oofem::CrossSection | protected |
| restoreContext(DataStream &stream, ContextMode mode, void *obj=NULL) | oofem::FEMComponent | virtual |
| restoreIPContext(DataStream &stream, ContextMode mode, GaussPoint *gp) | oofem::CrossSection | virtual |
| saveContext(DataStream &stream, ContextMode mode, void *obj=NULL) | oofem::FEMComponent | virtual |
| saveIPContext(DataStream &stream, ContextMode mode, GaussPoint *gp) | oofem::CrossSection | virtual |
| setDomain(Domain *d) | oofem::FEMComponent | inlinevirtual |
| setMaterialNumber(int matNum) | oofem::SimpleCrossSection | inline |
| setNumber | oofem::CrossSection | protected |
| oofem::FEMComponent::setNumber(int num) | oofem::FEMComponent | inline |
| setupIntegrationPoints(IntegrationRule &irule, int npoints, Element *element) | oofem::CrossSection | virtual |
| setupIntegrationPoints(IntegrationRule &irule, int npointsXY, int npointsZ, Element *element) | oofem::CrossSection | virtual |
| SimpleCrossSection(int n, Domain *d) | oofem::SimpleCrossSection | inline |
| StructuralCrossSection(int n, Domain *d) | oofem::StructuralCrossSection | inline |
| testCrossSectionExtension(CrossSectExtension ext) | oofem::StructuralCrossSection | inlinevirtual |
| unpackAndUpdateUnknowns(DataStream &buff, TimeStep *tStep, GaussPoint *gp) | oofem::SimpleCrossSection | virtual |
| updateLocalNumbering(EntityRenumberingFunctor &f) | oofem::FEMComponent | inlinevirtual |
| WarpingCrossSection(int n, Domain *d) | oofem::WarpingCrossSection | inline |
| WarpingNodeNumber | oofem::WarpingCrossSection | protected |
| ~CrossSection() | oofem::CrossSection | virtual |
| ~FEMComponent() | oofem::FEMComponent | inlinevirtual |
| ~StructuralCrossSection() | oofem::StructuralCrossSection | inlinevirtual |