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OOFEM 3.0
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This is the complete list of members for oofem::LargeStrainMasterMaterialGrad, including all inherited members.
| applyDeviatoricElasticCompliance(const FloatArrayF< 6 > &stress, double EModulus, double nu) | oofem::StructuralMaterial | static |
| applyDeviatoricElasticCompliance(const FloatArrayF< 6 > &stress, double GModulus) | oofem::StructuralMaterial | static |
| applyDeviatoricElasticStiffness(const FloatArrayF< 6 > &strain, double EModulus, double nu) | oofem::StructuralMaterial | static |
| applyDeviatoricElasticStiffness(const FloatArrayF< 6 > &strain, double GModulus) | oofem::StructuralMaterial | static |
| applyElasticCompliance(const FloatArrayF< 6 > &stress, double EModulus, double nu) | oofem::StructuralMaterial | static |
| applyElasticStiffness(const FloatArrayF< 6 > &strain, double EModulus, double nu) | oofem::StructuralMaterial | static |
| castingTime | oofem::Material | protected |
| checkConsistency() override | oofem::Material | virtual |
| computeDeviator(const FloatArrayF< 6 > &s) | oofem::StructuralMaterial | static |
| computeDeviatoricVolumetricSplit(const FloatArrayF< 6 > &s) | oofem::StructuralMaterial | static |
| computeDeviatoricVolumetricSum(const FloatArrayF< 6 > &dev, double mean) | oofem::StructuralMaterial | static |
| computeFirstCoordinate(const FloatArrayF< 6 > &s) | oofem::StructuralMaterial | static |
| computeFirstInvariant(const FloatArrayF< 6 > &s) | oofem::StructuralMaterial | static |
| computeInternalForcesRegularizationTerm(double &answer, GaussPoint *gp, TimeStep *tStep) | oofem::GradientDamageMaterialExtensionInterface | inlineprivatevirtual |
| computeLocalDamageDrivingVariable(double &answer, GaussPoint *gp, TimeStep *tStep) override | oofem::LargeStrainMasterMaterialGrad | virtual |
| computePrincipalValDir(FloatArray &answer, FloatMatrix &dir, const FloatArray &s, stressStrainPrincMode mode) | oofem::StructuralMaterial | static |
| computePrincipalValDir(const FloatMatrixF< 3, 3 > &s) | oofem::StructuralMaterial | static |
| computePrincipalValues(FloatArray &answer, const FloatArray &s, stressStrainPrincMode mode) | oofem::StructuralMaterial | static |
| computePrincipalValues(const FloatMatrixF< 3, 3 > &s) | oofem::StructuralMaterial | static |
| computePrincipalValues(double I1, double I2, double I3) | oofem::StructuralMaterial | static |
| computeSecondCoordinate(const FloatArrayF< 6 > &s) | oofem::StructuralMaterial | static |
| computeSecondStressInvariant(const FloatArrayF< 6 > &s) | oofem::StructuralMaterial | static |
| computeStiffnessRegularizationTerm(double &answer, GaussPoint *gp, TimeStep *tStep) | oofem::GradientDamageMaterialExtensionInterface | inlineprivatevirtual |
| computeStressIndependentStrainVector(GaussPoint *gp, TimeStep *tStep, ValueModeType mode) const | oofem::StructuralMaterial | virtual |
| computeStressIndependentStrainVector_3d(GaussPoint *gp, TimeStep *tStep, ValueModeType mode) const | oofem::StructuralMaterial | |
| computeStressNorm(const FloatArrayF< 6 > &stress) | oofem::StructuralMaterial | static |
| computeThirdCoordinate(const FloatArrayF< 6 > &s) | oofem::StructuralMaterial | static |
| computeThirdStressInvariant(const FloatArrayF< 6 > &s) | oofem::StructuralMaterial | static |
| computeVonMisesStress(const FloatArray ¤tStress) | oofem::StructuralMaterial | static |
| computeVonMisesStress_3D(const FloatArrayF< 6 > &stress) | oofem::StructuralMaterial | static |
| computeVonMisesStress_PlaneStress(const FloatArrayF< 3 > &stress) | oofem::StructuralMaterial | static |
| constructL1L2TransformationMatrices(const FloatArrayF< 3 > &eigenValues, const FloatArrayF< 6 > &stress, double E1, double E2, double E3) const | oofem::LargeStrainMasterMaterial | |
| constructTransformationMatrix(const FloatMatrixF< 3, 3 > &eigenVectors) const | oofem::LargeStrainMasterMaterial | |
| convert_dSdE_2_dPdF_1D(const FloatMatrixF< 1, 1 > &dSdE, const FloatArrayF< 1 > &S, const FloatArrayF< 1 > &F) | oofem::StructuralMaterial | static |
| convert_dSdE_2_dPdF_3D(const FloatMatrixF< 6, 6 > &dSdE, const FloatArrayF< 6 > &S, const FloatArrayF< 9 > &F) | oofem::StructuralMaterial | static |
| convert_dSdE_2_dPdF_PlaneStrain(const FloatMatrixF< 4, 4 > &dSdE, const FloatArrayF< 4 > &S, const FloatArrayF< 5 > &F) | oofem::StructuralMaterial | static |
| convert_dSdE_2_dPdF_PlaneStress(const FloatMatrixF< 3, 3 > &dSdE, const FloatArrayF< 3 > &S, const FloatArrayF< 4 > &F) | oofem::StructuralMaterial | static |
| CreateStatus(GaussPoint *gp) const override | oofem::LargeStrainMasterMaterialGrad | virtual |
| dom | oofem::GradientDamageMaterialExtensionInterface | private |
| domain | oofem::FEMComponent | protected |
| errorInfo(const char *func) const | oofem::FEMComponent | |
| estimatePackSize(DataStream &buff, GaussPoint *ip) | oofem::Material | inlinevirtual |
| FEMComponent(int n, Domain *d) | oofem::FEMComponent | inline |
| give(int aProperty, GaussPoint *gp) const | oofem::Material | virtual |
| give1dStressStiffMtrx(MatResponseMode mmode, GaussPoint *gp, TimeStep *tStep) const | oofem::StructuralMaterial | virtual |
| give1dStressStiffMtrx_dCde(FloatMatrix &answer, MatResponseMode mmode, GaussPoint *gp, TimeStep *tStep) | oofem::StructuralMaterial | virtual |
| give1dStressStiffnessMatrix_dPdF(MatResponseMode mmode, GaussPoint *gp, TimeStep *tStep) const | oofem::StructuralMaterial | virtual |
| give2dBeamLayerStiffMtrx(MatResponseMode mmode, GaussPoint *gp, TimeStep *tStep) const | oofem::StructuralMaterial | virtual |
| give2dPlateSubSoilStiffMtrx(MatResponseMode mmode, GaussPoint *gp, TimeStep *tStep) const | oofem::StructuralMaterial | virtual |
| give2DStrainVectorTranformationMtrx(const FloatMatrixF< 2, 2 > &base, bool transpose=false) | oofem::StructuralMaterial | static |
| give3dBeamSubSoilStiffMtrx(MatResponseMode mmode, GaussPoint *gp, TimeStep *tStep) const | oofem::StructuralMaterial | virtual |
| give3dGprime(FloatMatrix &answer, MatResponseMode mode, GaussPoint *gp, TimeStep *tStep) | oofem::LargeStrainMasterMaterialGrad | |
| give3dKappaMatrix(FloatMatrix &answer, MatResponseMode mode, GaussPoint *gp, TimeStep *tStep) | oofem::LargeStrainMasterMaterialGrad | |
| give3dMaterialStiffnessMatrix(MatResponseMode mode, GaussPoint *gp, TimeStep *tStep) const | oofem::StructuralMaterial | inlinevirtual |
| give3dMaterialStiffnessMatrix_dCde(FloatMatrix &answer, MatResponseMode mode, GaussPoint *gp, TimeStep *tStep) | oofem::StructuralMaterial | virtual |
| give3dMaterialStiffnessMatrix_dPdF(MatResponseMode, GaussPoint *gp, TimeStep *tStep) const override | oofem::LargeStrainMasterMaterial | virtual |
| giveCastingTime() const | oofem::Material | inline |
| giveCauchyStressVector_1d(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedF, TimeStep *tStep) | oofem::StructuralMaterial | inlinevirtual |
| giveCauchyStressVector_3d(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedF, TimeStep *tStep) | oofem::StructuralMaterial | inlinevirtual |
| giveCauchyStressVector_PlaneStrain(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedF, TimeStep *tStep) | oofem::StructuralMaterial | inlinevirtual |
| giveCauchyStressVector_PlaneStress(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedF, TimeStep *tStep) | oofem::StructuralMaterial | inlinevirtual |
| giveCauchyStressVectorGradientDamage(FloatArray &answer1, double &answer2, GaussPoint *gp, const FloatArray &totalStrain, double nonlocalDamageDrivningVariable, TimeStep *tStep) | oofem::GradientDamageMaterialExtensionInterface | inlineprivatevirtual |
| giveCharacteristicMatrix(FloatMatrix &answer, MatResponseMode type, GaussPoint *gp, TimeStep *tStep) const override | oofem::StructuralMaterial | virtual |
| giveCharacteristicValue(MatResponseMode type, GaussPoint *gp, TimeStep *tStep) const | oofem::Material | virtual |
| giveCharacteristicVector(FloatArray &answer, FloatArray &flux, MatResponseMode type, GaussPoint *gp, TimeStep *tStep) const override | oofem::StructuralMaterial | virtual |
| giveClassName() const override | oofem::LargeStrainMasterMaterialGrad | inlinevirtual |
| giveDomain() const | oofem::FEMComponent | inline |
| giveEshelbyStressVector_PlaneStrain(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedF, TimeStep *tStep) | oofem::StructuralMaterial | virtual |
| giveFiberStiffMtrx(MatResponseMode mmode, GaussPoint *gp, TimeStep *tStep) const | oofem::StructuralMaterial | virtual |
| giveFirstPKStressVector_1d(const FloatArrayF< 1 > &vF, GaussPoint *gp, TimeStep *tStep) const | oofem::StructuralMaterial | virtual |
| giveFirstPKStressVector_3d(const FloatArrayF< 9 > &vF, GaussPoint *gp, TimeStep *tStep) const override | oofem::LargeStrainMasterMaterial | virtual |
| giveFirstPKStressVector_PlaneStrain(const FloatArrayF< 5 > &vF, GaussPoint *gp, TimeStep *tStep) const | oofem::StructuralMaterial | virtual |
| giveFirstPKStressVector_PlaneStress(const FloatArrayF< 4 > &vF, GaussPoint *gp, TimeStep *tStep) const | oofem::StructuralMaterial | virtual |
| giveFirstPKStressVector_StressControl(const FloatArray &reducedvF, const IntArray &FControl, GaussPoint *gp, TimeStep *tStep) const | oofem::StructuralMaterial | virtual |
| giveFirstPKStressVectorGrad(FloatArray &answer1, double &answer2, GaussPoint *gp, const FloatArray &totalStrain, double nonlocalDamageDrivningVariable, TimeStep *tStep) | oofem::LargeStrainMasterMaterialGrad | virtual |
| giveFirstPKStressVectorGradientDamage(FloatArray &answer1, double &answer2, GaussPoint *gp, const FloatArray &totalStrain, double nonlocalDamageDrivningVariable, TimeStep *tStep) | oofem::GradientDamageMaterialExtensionInterface | inlineprivatevirtual |
| giveFullSymMatrixForm(FloatMatrix &answer, const FloatMatrix &red, MaterialMode matMode) | oofem::StructuralMaterial | static |
| giveFullSymVectorForm(FloatArray &answer, const FloatArray &vec, MaterialMode matMode) | oofem::StructuralMaterial | static |
| giveFullVectorForm(FloatArray &answer, const FloatArray &strainVector, MaterialMode matMode) | oofem::StructuralMaterial | static |
| giveFullVectorFormF(FloatArray &answer, const FloatArray &strainVector, MaterialMode matMode) | oofem::StructuralMaterial | static |
| giveGradientDamageStiffnessMatrix_dd_BB(FloatMatrix &answer, MatResponseMode mode, GaussPoint *gp, TimeStep *tStep) override | oofem::LargeStrainMasterMaterialGrad | virtual |
| giveGradientDamageStiffnessMatrix_dd_BN(FloatMatrix &answer, MatResponseMode mode, GaussPoint *gp, TimeStep *tStep) | oofem::GradientDamageMaterialExtensionInterface | privatevirtual |
| giveGradientDamageStiffnessMatrix_dd_NN(FloatMatrix &answer, MatResponseMode mode, GaussPoint *gp, TimeStep *tStep) | oofem::GradientDamageMaterialExtensionInterface | privatevirtual |
| giveGradientDamageStiffnessMatrix_du(FloatMatrix &answer, MatResponseMode mode, GaussPoint *gp, TimeStep *tStep) override | oofem::LargeStrainMasterMaterialGrad | virtual |
| giveGradientDamageStiffnessMatrix_ud(FloatMatrix &answer, MatResponseMode mode, GaussPoint *gp, TimeStep *tStep) override | oofem::LargeStrainMasterMaterialGrad | virtual |
| giveGradientDamageStiffnessMatrix_uu(FloatMatrix &answer, MatResponseMode mode, GaussPoint *gp, TimeStep *tStep) override | oofem::LargeStrainMasterMaterialGrad | virtual |
| giveInputRecord(DynamicInputRecord &input) override | oofem::StructuralMaterial | virtual |
| giveInputRecordName() const override | oofem::LargeStrainMasterMaterial | inlinevirtual |
| giveInterface(InterfaceType t) override | oofem::LargeStrainMasterMaterialGrad | inlinevirtual |
| giveInternalLength(FloatMatrix &answer, MatResponseMode mode, GaussPoint *gp, TimeStep *tStep) | oofem::LargeStrainMasterMaterialGrad | |
| giveInvertedVoigtVectorMask(IntArray &answer, MaterialMode mmode) | oofem::StructuralMaterial | static |
| giveIPValue(FloatArray &answer, GaussPoint *gp, InternalStateType type, TimeStep *tStep) override | oofem::LargeStrainMasterMaterial | virtual |
| giveLinearElasticMaterial() | oofem::LargeStrainMasterMaterial | inline |
| giveNonlocalInternalForces_B_factor(FloatArray &answer, const FloatArray &nlddv, GaussPoint *gp, TimeStep *tStep) override | oofem::LargeStrainMasterMaterialGrad | virtual |
| giveNonlocalInternalForces_N_factor(double &answer, double nlddv, GaussPoint *gp, TimeStep *tStep) override | oofem::LargeStrainMasterMaterialGrad | virtual |
| giveNumber() const | oofem::FEMComponent | inline |
| givePlaneStrainStiffMtrx(MatResponseMode mmode, GaussPoint *gp, TimeStep *tStep) const | oofem::StructuralMaterial | virtual |
| givePlaneStrainStiffMtrx_dCde(FloatMatrix &answer, MatResponseMode mmode, GaussPoint *gp, TimeStep *tStep) | oofem::StructuralMaterial | virtual |
| givePlaneStrainStiffnessMatrix_dPdF(MatResponseMode mmode, GaussPoint *gp, TimeStep *tStep) const | oofem::StructuralMaterial | virtual |
| givePlaneStressStiffMtrx(MatResponseMode mmode, GaussPoint *gp, TimeStep *tStep) const | oofem::StructuralMaterial | virtual |
| givePlaneStressStiffMtrx_dCde(FloatMatrix &answer, MatResponseMode mmode, GaussPoint *gp, TimeStep *tStep) | oofem::StructuralMaterial | virtual |
| givePlaneStressStiffnessMatrix_dPdF(MatResponseMode mmode, GaussPoint *gp, TimeStep *tStep) const | oofem::StructuralMaterial | virtual |
| givePlaneStressVectorTranformationMtrx(const FloatMatrixF< 2, 2 > &base, bool transpose=false) | oofem::StructuralMaterial | static |
| givePlateLayerStiffMtrx(MatResponseMode mmode, GaussPoint *gp, TimeStep *tStep) const | oofem::StructuralMaterial | virtual |
| giveRealStressVector(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedStrain, TimeStep *tStep) const | oofem::StructuralMaterial | virtual |
| giveRealStressVector_1d(const FloatArrayF< 1 > &reducedE, GaussPoint *gp, TimeStep *tStep) const | oofem::StructuralMaterial | virtual |
| giveRealStressVector_2dBeamLayer(const FloatArrayF< 2 > &reducedE, GaussPoint *gp, TimeStep *tStep) const | oofem::StructuralMaterial | virtual |
| giveRealStressVector_2dPlateSubSoil(const FloatArrayF< 3 > &reducedE, GaussPoint *gp, TimeStep *tStep) const | oofem::StructuralMaterial | virtual |
| giveRealStressVector_3d(const FloatArrayF< 6 > &, GaussPoint *, TimeStep *) const override | oofem::LargeStrainMasterMaterial | inlinevirtual |
| giveRealStressVector_3dBeamSubSoil(const FloatArrayF< 6 > &reducedE, GaussPoint *gp, TimeStep *tStep) const | oofem::StructuralMaterial | virtual |
| giveRealStressVector_Fiber(const FloatArrayF< 3 > &reducedE, GaussPoint *gp, TimeStep *tStep) const | oofem::StructuralMaterial | virtual |
| giveRealStressVector_PlaneStrain(const FloatArrayF< 4 > &strain, GaussPoint *gp, TimeStep *tStep) const | oofem::StructuralMaterial | virtual |
| giveRealStressVector_PlaneStress(const FloatArrayF< 3 > &reducedE, GaussPoint *gp, TimeStep *tStep) const | oofem::StructuralMaterial | virtual |
| giveRealStressVector_PlateLayer(const FloatArrayF< 5 > &reducedE, GaussPoint *gp, TimeStep *tStep) const | oofem::StructuralMaterial | virtual |
| giveRealStressVector_ShellStressControl(const FloatArray &reducedE, const IntArray &strainControl, GaussPoint *gp, TimeStep *tStep) const | oofem::StructuralMaterial | virtual |
| giveRealStressVector_StressControl(const FloatArray &reducedE, const IntArray &strainControl, GaussPoint *gp, TimeStep *tStep) const | oofem::StructuralMaterial | virtual |
| giveRealStressVector_Warping(const FloatArrayF< 2 > &reducedE, GaussPoint *gp, TimeStep *tStep) const | oofem::StructuralMaterial | virtual |
| giveRealStressVectorGradientDamage(FloatArray &answer1, double &answer2, GaussPoint *gp, const FloatArray &totalStrain, double nonlocalDamageDrivningVariable, TimeStep *tStep) | oofem::GradientDamageMaterialExtensionInterface | inlineprivatevirtual |
| giveReducedMatrixForm(FloatMatrix &answer, const FloatMatrix &full, MaterialMode matMode) | oofem::StructuralMaterial | static |
| giveReducedSymMatrixForm(FloatMatrix &answer, const FloatMatrix &full, MaterialMode matMode) | oofem::StructuralMaterial | static |
| giveReducedSymVectorForm(FloatArray &answer, const FloatArray &vec, MaterialMode matMode) | oofem::StructuralMaterial | static |
| giveReducedVectorForm(FloatArray &answer, const FloatArray &vec, MaterialMode matMode) | oofem::StructuralMaterial | static |
| giveReferenceTemperature() | oofem::StructuralMaterial | inline |
| giveSizeOfVoigtSymVector(MaterialMode mmode) | oofem::StructuralMaterial | static |
| giveSizeOfVoigtVector(MaterialMode mmode) | oofem::StructuralMaterial | static |
| giveStatus(GaussPoint *gp) const | oofem::Material | virtual |
| giveStiffnessMatrix(FloatMatrix &answer, MatResponseMode rMode, GaussPoint *gp, TimeStep *tStep) const override | oofem::LargeStrainMasterMaterialGrad | virtual |
| giveStiffnessMatrix_dPdF(FloatMatrix &answer, MatResponseMode mode, GaussPoint *gp, TimeStep *tStep) | oofem::StructuralMaterial | virtual |
| giveStrainVectorTranformationMtrx(const FloatMatrixF< 3, 3 > &base, bool transpose=false) | oofem::StructuralMaterial | static |
| giveStressDependentPartOfStrainVector(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedStrainVector, TimeStep *tStep, ValueModeType mode) const | oofem::StructuralMaterial | |
| giveStressVectorTranformationMtrx(const FloatMatrixF< 3, 3 > &base, bool transpose=false) | oofem::StructuralMaterial | static |
| giveSymVI(int ind1, int ind2) | oofem::StructuralMaterial | inlinestatic |
| giveThermalDilatationVector(GaussPoint *gp, TimeStep *tStep) const | oofem::StructuralMaterial | virtual |
| giveVI(int ind1, int ind2) | oofem::StructuralMaterial | inlinestatic |
| giveVoigtSymVectorMask(IntArray &answer, MaterialMode mmode) | oofem::StructuralMaterial | static |
| giveVoigtVectorMask(IntArray &answer, MaterialMode mmode) | oofem::StructuralMaterial | static |
| GradientDamageMaterialExtensionInterface(Domain *d) | oofem::GradientDamageMaterialExtensionInterface | private |
| hasCastingTimeSupport() const | oofem::Material | virtual |
| hasMaterialModeCapability(MaterialMode mode) const override | oofem::LargeStrainMasterMaterialGrad | virtual |
| hasProperty(int aProperty, GaussPoint *gp) const | oofem::Material | virtual |
| initializeFinish() | oofem::FEMComponent | inlinevirtual |
| initializeFrom(InputRecord &ir) override | oofem::LargeStrainMasterMaterialGrad | virtual |
| oofem::FEMComponent::initializeFrom(InputRecord &ir, int priority) | oofem::FEMComponent | inlinevirtual |
| initMaterial(Element *element) | oofem::Material | virtual |
| initTempStatus(GaussPoint *gp) const | oofem::Material | virtual |
| Interface() | oofem::Interface | inlineprivate |
| internalLength | oofem::GradientDamageMaterialExtensionInterface | private |
| isActivated(TimeStep *tStep) const | oofem::Material | inlinevirtual |
| isCharacteristicMtrxSymmetric(MatResponseMode rMode) const override | oofem::LargeStrainMasterMaterial | inlinevirtual |
| LargeStrainMasterMaterial(int n, Domain *d) | oofem::LargeStrainMasterMaterial | |
| LargeStrainMasterMaterialGrad(int n, Domain *d) | oofem::LargeStrainMasterMaterialGrad | |
| linearElasticMaterial | oofem::LargeStrainMasterMaterial | protected |
| m | oofem::LargeStrainMasterMaterial | protected |
| Material(int n, Domain *d) | oofem::Material | |
| modifyProperty(int aProperty, double value, GaussPoint *gp) | oofem::Material | virtual |
| number | oofem::FEMComponent | protected |
| packUnknowns(DataStream &buff, TimeStep *tStep, GaussPoint *ip) | oofem::Material | inlinevirtual |
| postInitialize() | oofem::FEMComponent | inlinevirtual |
| preCastingTimeMat | oofem::Material | protected |
| predictRelativeComputationalCost(GaussPoint *gp) | oofem::Material | inlinevirtual |
| predictRelativeRedistributionCost(GaussPoint *gp) | oofem::Material | inlinevirtual |
| printOutputAt(FILE *file, TimeStep *tStep) | oofem::FEMComponent | inlinevirtual |
| printYourself() override | oofem::Material | virtual |
| propertyDictionary | oofem::Material | protected |
| referenceTemperature | oofem::StructuralMaterial | protected |
| restoreConsistency(GaussPoint *gp) | oofem::Material | inlinevirtual |
| restoreContext(DataStream &stream, ContextMode mode) override | oofem::Material | virtual |
| restoreIPContext(DataStream &stream, ContextMode mode, GaussPoint *gp) | oofem::Material | virtual |
| saveContext(DataStream &stream, ContextMode mode) override | oofem::Material | virtual |
| saveIPContext(DataStream &stream, ContextMode mode, GaussPoint *gp) | oofem::Material | virtual |
| SCAbsTol | oofem::StructuralMaterial | protected |
| SCMaxiter | oofem::StructuralMaterial | protected |
| SCRelTol | oofem::StructuralMaterial | protected |
| SCStiffMode | oofem::StructuralMaterial | protected |
| setDomain(Domain *d) | oofem::FEMComponent | inlinevirtual |
| setIPValue(const FloatArray &value, GaussPoint *gp, InternalStateType type) override | oofem::StructuralMaterial | virtual |
| setNumber(int num) | oofem::FEMComponent | inline |
| slaveMat | oofem::LargeStrainMasterMaterial | protected |
| sortPrincDirAndValCloseTo(FloatArray &pVal, FloatMatrix &pDir, const FloatMatrix &toPDir) | oofem::StructuralMaterial | static |
| StructuralMaterial(int n, Domain *d) | oofem::StructuralMaterial | |
| svIndex | oofem::StructuralMaterial | static |
| transformStrainVectorTo(const FloatMatrixF< 3, 3 > &base, const FloatArrayF< 6 > &strain, bool transpose=false) | oofem::StructuralMaterial | static |
| transformStressVectorTo(const FloatMatrixF< 3, 3 > &base, const FloatArrayF< 6 > &stress, bool transpose=false) | oofem::StructuralMaterial | static |
| unpackAndUpdateUnknowns(DataStream &buff, TimeStep *tStep, GaussPoint *ip) | oofem::Material | inlinevirtual |
| updateLocalNumbering(EntityRenumberingFunctor &f) | oofem::FEMComponent | inlinevirtual |
| vIindex | oofem::StructuralMaterial | static |
| ~FEMComponent()=default | oofem::FEMComponent | virtual |
| ~GradientDamageMaterialExtensionInterface() | oofem::GradientDamageMaterialExtensionInterface | inlineprivatevirtual |
| ~Interface() | oofem::Interface | inlineprivatevirtual |
| ~Material()=default | oofem::Material | virtual |