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OOFEM 3.0
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This is the complete list of members for oofem::Masonry02, including all inherited members.
| addNewPopulation(IntArray &mask) const | oofem::MPlasticMaterial2 | protected |
| 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 |
| associatedPT enum value | oofem::MPlasticMaterial2 | protected |
| c0 | oofem::Masonry02 | protected |
| castingTime | oofem::Material | protected |
| checkConsistency() override | oofem::Material | virtual |
| clearPopulationSet() const | oofem::MPlasticMaterial2 | protected |
| closestPointReturn(FloatArray &answer, IntArray &activeConditionMap, FloatArray &gamma, GaussPoint *gp, const FloatArray &totalStrain, FloatArray &plasticStrainR, FloatArray &strainSpaceHardeningVariables, TimeStep *tStep) const | oofem::MPlasticMaterial2 | protected |
| Cn | oofem::Masonry02 | protected |
| Cnn | oofem::Masonry02 | protected |
| computeAlgorithmicModuli(FloatMatrix &answer, GaussPoint *gp, const FloatMatrix &elasticModuliInverse, const FloatArray &gamma, const IntArray &activeConditionMap, const FloatArray &fullStressVector, const FloatArray &strainSpaceHardeningVariables) const | oofem::MPlasticMaterial2 | protected |
| computeDamage(GaussPoint *gp, const FloatArray &strainSpaceHardeningVariables, TimeStep *tStep) const | oofem::MPlasticMaterial2 | 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 |
| computeF3HardeningGradient(double k) const | oofem::Masonry02 | protected |
| computeF3HardeningLaw(double k) const | oofem::Masonry02 | protected |
| computeFirstCoordinate(const FloatArrayF< 6 > &s) | oofem::StructuralMaterial | static |
| computeFirstInvariant(const FloatArrayF< 6 > &s) | oofem::StructuralMaterial | static |
| computeKGradientVector(FloatArray &answer, functType ftype, int isurf, GaussPoint *gp, FloatArray &fullStressVector, const FloatArray &strainSpaceHardeningVariables) const override | oofem::Masonry02 | protectedvirtual |
| 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 |
| computeReducedElasticModuli(FloatMatrix &answer, GaussPoint *gp, TimeStep *tStep) const override | oofem::Masonry02 | protectedvirtual |
| computeReducedHardeningVarsLamGradient(FloatMatrix &answer, GaussPoint *gp, int actSurf, const IntArray &activeConditionMap, const FloatArray &fullStressVector, const FloatArray &strainSpaceHardeningVars, const FloatArray &gamma) const override | oofem::Masonry02 | protectedvirtual |
| computeReducedHardeningVarsSigmaGradient(FloatMatrix &answer, GaussPoint *gp, const IntArray &activeConditionMap, const FloatArray &fullStressVector, const FloatArray &strainSpaceHardeningVars, const FloatArray &gamma) const override | oofem::Masonry02 | protectedvirtual |
| computeReducedSKGradientMatrix(FloatMatrix &gradientMatrix, int i, GaussPoint *gp, const FloatArray &fullStressVector, const FloatArray &strainSpaceHardeningVariables) const override | oofem::Masonry02 | protectedvirtual |
| computeReducedSSGradientMatrix(FloatMatrix &gradientMatrix, int i, GaussPoint *gp, const FloatArray &fullStressVector, const FloatArray &strainSpaceHardeningVariables) const override | oofem::Masonry02 | protectedvirtual |
| computeReducedStressGradientVector(FloatArray &answer, functType ftype, int isurf, GaussPoint *gp, const FloatArray &stressVector, const FloatArray &strainSpaceHardeningVariables) const | oofem::MPlasticMaterial2 | protected |
| computeResidualVector(FloatArray &answer, GaussPoint *gp, const FloatArray &gamma, const IntArray &activeConditionMap, const FloatArray &plasticStrainVectorR, const FloatArray &strainSpaceHardeningVariables, std ::vector< FloatArray > &gradVec) const | oofem::MPlasticMaterial2 | protected |
| computeSecondCoordinate(const FloatArrayF< 6 > &s) | oofem::StructuralMaterial | static |
| computeSecondStressInvariant(const FloatArrayF< 6 > &s) | oofem::StructuralMaterial | static |
| computeStrainHardeningVarsIncrement(FloatArray &answer, GaussPoint *gp, const FloatArray &stress, const FloatArray &dlambda, const FloatArray &dplasticStrain, const IntArray &activeConditionMap) const override | oofem::Masonry02 | protectedvirtual |
| computeStressGradientVector(FloatArray &answer, functType ftype, int isurf, GaussPoint *gp, const FloatArray &stressVector, const FloatArray &stressSpaceHardeningVars) const override | oofem::Masonry02 | protectedvirtual |
| 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 |
| computeTrialStressIncrement(FloatArray &answer, GaussPoint *gp, const FloatArray &strainIncrement, TimeStep *tStep) const | oofem::MPlasticMaterial2 | protectedvirtual |
| 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 |
| computeYieldValueAt(GaussPoint *gp, int isurf, const FloatArray &stressVector, const FloatArray &stressSpaceHardeningVars) const override | oofem::Masonry02 | protectedvirtual |
| 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::Masonry02 | virtual |
| Css | oofem::Masonry02 | protected |
| cuttingPlaneReturn(FloatArray &answer, IntArray &activeConditionMap, FloatArray &gamma, GaussPoint *gp, const FloatArray &totalStrain, FloatArray &plasticStrainR, FloatArray &strainSpaceHardeningVariables, TimeStep *tStep) const | oofem::MPlasticMaterial2 | protected |
| 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 |
| ft0 | oofem::Masonry02 | protected |
| functType enum name | oofem::MPlasticMaterial2 | protected |
| getNewPopulation(IntArray &result, IntArray &candidateMask, int degree, int size) const | oofem::MPlasticMaterial2 | protected |
| getPopulationSignature(IntArray &mask) const | oofem::MPlasticMaterial2 | protected |
| gfI | oofem::Masonry02 | protected |
| gfII | oofem::Masonry02 | protected |
| give(int aProperty, GaussPoint *gp) const | oofem::Material | virtual |
| give1dStressStiffMtrx(MatResponseMode, GaussPoint *gp, TimeStep *tStep) const override | oofem::MPlasticMaterial2 | protectedvirtual |
| 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, GaussPoint *gp, TimeStep *tStep) const override | oofem::MPlasticMaterial2 | protectedvirtual |
| give2dInterfaceMaterialStiffnessMatrix(FloatMatrix &answer, MatResponseMode rMode, GaussPoint *gp, TimeStep *tStep) const | oofem::Masonry02 | protected |
| 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 |
| give3dMaterialStiffnessMatrix(MatResponseMode, GaussPoint *gp, TimeStep *tStep) const override | oofem::MPlasticMaterial2 | virtual |
| give3dMaterialStiffnessMatrix_dCde(FloatMatrix &answer, MatResponseMode mode, GaussPoint *gp, TimeStep *tStep) | oofem::StructuralMaterial | virtual |
| give3dMaterialStiffnessMatrix_dPdF(MatResponseMode mode, GaussPoint *gp, TimeStep *tStep) const | oofem::StructuralMaterial | 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 |
| 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::Masonry02 | inlinevirtual |
| giveConsistentStiffnessMatrix(MatResponseMode, GaussPoint *gp, TimeStep *tStep) const | oofem::MPlasticMaterial2 | protectedvirtual |
| giveDomain() const | oofem::FEMComponent | inline |
| giveElastoPlasticStiffnessMatrix(MatResponseMode mode, GaussPoint *gp, TimeStep *tStep) const | oofem::MPlasticMaterial2 | protectedvirtual |
| giveEshelbyStressVector_PlaneStrain(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedF, TimeStep *tStep) | oofem::StructuralMaterial | virtual |
| giveFiberStiffMtrx(MatResponseMode, GaussPoint *gp, TimeStep *tStep) const override | oofem::MPlasticMaterial2 | protectedvirtual |
| 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 | oofem::StructuralMaterial | 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 |
| 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 |
| giveInputRecord(DynamicInputRecord &input) override | oofem::StructuralMaterial | virtual |
| giveInputRecordName() const override | oofem::Masonry02 | inlinevirtual |
| giveInterface(InterfaceType t) | oofem::FEMComponent | inlinevirtual |
| giveInvertedVoigtVectorMask(IntArray &answer, MaterialMode mmode) | oofem::StructuralMaterial | static |
| giveIPValue(FloatArray &answer, GaussPoint *gp, InternalStateType type, TimeStep *tStep) override | oofem::MPlasticMaterial2 | virtual |
| giveLinearElasticMaterial() | oofem::MPlasticMaterial2 | inline |
| giveMaxNumberOfActiveYieldConds(GaussPoint *gp) const override | oofem::Masonry02 | inlineprotectedvirtual |
| giveNumber() const | oofem::FEMComponent | inline |
| givePlaneStrainStiffMtrx(MatResponseMode, GaussPoint *gp, TimeStep *tStep) const override | oofem::MPlasticMaterial2 | protectedvirtual |
| 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, GaussPoint *gp, TimeStep *tStep) const override | oofem::MPlasticMaterial2 | protectedvirtual |
| 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, GaussPoint *gp, TimeStep *tStep) const override | oofem::MPlasticMaterial2 | protectedvirtual |
| giveRealStressVector(FloatArray &answer, GaussPoint *gp, const FloatArray &strain, TimeStep *tStep) const override | oofem::MPlasticMaterial2 | virtual |
| giveRealStressVector_1d(const FloatArrayF< 1 > &strain, GaussPoint *gp, TimeStep *tStep) const override | oofem::MPlasticMaterial2 | inlinevirtual |
| 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 > &strain, GaussPoint *gp, TimeStep *tStep) const override | oofem::MPlasticMaterial2 | 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 override | oofem::MPlasticMaterial2 | inlinevirtual |
| giveRealStressVector_PlaneStress(const FloatArrayF< 3 > &strain, GaussPoint *gp, TimeStep *tStep) const override | oofem::MPlasticMaterial2 | inlinevirtual |
| 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 |
| 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 |
| giveSizeOfFullHardeningVarsVector() const override | oofem::Masonry02 | inlinevirtual |
| giveSizeOfReducedHardeningVarsVector(GaussPoint *) const override | oofem::Masonry02 | inlinevirtual |
| giveSizeOfVoigtSymVector(MaterialMode mmode) | oofem::StructuralMaterial | static |
| giveSizeOfVoigtVector(MaterialMode mmode) | oofem::StructuralMaterial | static |
| giveStatus(GaussPoint *gp) const | oofem::Material | virtual |
| giveStiffnessMatrix(FloatMatrix &answer, MatResponseMode mode, GaussPoint *gp, TimeStep *tStep) const override | oofem::Masonry02 | 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 override | oofem::MPlasticMaterial2 | inlinevirtual |
| giveVI(int ind1, int ind2) | oofem::StructuralMaterial | inlinestatic |
| giveVoigtSymVectorMask(IntArray &answer, MaterialMode mmode) | oofem::StructuralMaterial | static |
| giveVoigtVectorMask(IntArray &answer, MaterialMode mmode) | oofem::StructuralMaterial | static |
| hasCastingTimeSupport() const | oofem::Material | virtual |
| hasHardening() const override | oofem::Masonry02 | inlineprotectedvirtual |
| hasMaterialModeCapability(MaterialMode mode) const override | oofem::Masonry02 | virtual |
| hasProperty(int aProperty, GaussPoint *gp) const | oofem::Material | virtual |
| initializeFinish() | oofem::FEMComponent | inlinevirtual |
| initializeFrom(InputRecord &ir) override | oofem::Masonry02 | virtual |
| oofem::FEMComponent::initializeFrom(InputRecord &ir, int priority) | oofem::FEMComponent | inlinevirtual |
| initMaterial(Element *element) | oofem::Material | virtual |
| initTempStatus(GaussPoint *gp) const | oofem::Material | virtual |
| isActivated(TimeStep *tStep) const | oofem::Material | inlinevirtual |
| isCharacteristicMtrxSymmetric(MatResponseMode rMode) const override | oofem::Masonry02 | inlinevirtual |
| iterativeUpdateOfActiveConds | oofem::MPlasticMaterial2 | protected |
| km | oofem::Masonry02 | protected |
| kn | oofem::Masonry02 | protected |
| kp | oofem::Masonry02 | protected |
| kr | oofem::Masonry02 | protected |
| ks | oofem::Masonry02 | protected |
| linearElasticMaterial | oofem::MPlasticMaterial2 | protected |
| loadFunction enum value | oofem::MPlasticMaterial2 | protected |
| Masonry02(int n, Domain *d) | oofem::Masonry02 | |
| Material(int n, Domain *d) | oofem::Material | |
| modifyProperty(int aProperty, double value, GaussPoint *gp) | oofem::Material | virtual |
| MPlasticMaterial2(int n, Domain *d) | oofem::MPlasticMaterial2 | |
| mpm_ClosestPoint enum value | oofem::MPlasticMaterial2 | protected |
| mpm_CuttingPlane enum value | oofem::MPlasticMaterial2 | protected |
| nonassociatedPT enum value | oofem::MPlasticMaterial2 | protected |
| nsurf | oofem::MPlasticMaterial2 | protected |
| number | oofem::FEMComponent | protected |
| packUnknowns(DataStream &buff, TimeStep *tStep, GaussPoint *ip) | oofem::Material | inlinevirtual |
| plastType enum name | oofem::MPlasticMaterial2 | protected |
| plType | oofem::MPlasticMaterial2 | protected |
| populationSet | oofem::MPlasticMaterial2 | mutableprotected |
| 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 |
| ReturnMappingAlgoType enum name | oofem::MPlasticMaterial2 | protected |
| rmType | oofem::MPlasticMaterial2 | protected |
| 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 |
| sic | oofem::Masonry02 | protected |
| smc | oofem::Masonry02 | protected |
| sortPrincDirAndValCloseTo(FloatArray &pVal, FloatMatrix &pDir, const FloatMatrix &toPDir) | oofem::StructuralMaterial | static |
| spc | oofem::Masonry02 | protected |
| src | oofem::Masonry02 | protected |
| StructuralMaterial(int n, Domain *d) | oofem::StructuralMaterial | |
| svIndex | oofem::StructuralMaterial | static |
| tanfi0 | oofem::Masonry02 | protected |
| tanfir | oofem::Masonry02 | protected |
| tanpsi | oofem::Masonry02 | protected |
| testPopulation(long pop) const | oofem::MPlasticMaterial2 | protected |
| 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 |
| yieldFunction enum value | oofem::MPlasticMaterial2 | protected |
| ~FEMComponent()=default | oofem::FEMComponent | virtual |
| ~Material()=default | oofem::Material | virtual |
| ~MPlasticMaterial2() | oofem::MPlasticMaterial2 | virtual |