|
OOFEM 3.0
|
This is the complete list of members for oofem::ConcreteFCMViscoElastic, including all inherited members.
| _generateStatusVariables(GaussPoint *) const | oofem::RandomMaterialExtensionInterface | protected |
| ag | oofem::ConcreteFCM | 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 |
| beta | oofem::ConcreteFCM | protected |
| beta_function | oofem::ConcreteFCM | protected |
| beta_w | oofem::ConcreteFCM | protected |
| castingTime | oofem::Material | protected |
| checkConsistency(void) override | oofem::ConcreteFCMViscoElastic | protectedvirtual |
| checkSnapBack(GaussPoint *gp, TimeStep *tStep, int crack) const override | oofem::ConcreteFCM | protectedvirtual |
| checkStrengthCriterion(FloatMatrix &newBase, const FloatArray &globalStress, GaussPoint *gp, TimeStep *tStep, int nCrack) const | oofem::FCMMaterial | protectedvirtual |
| computeD2ModulusForCrack(GaussPoint *gp, TimeStep *tStep, int icrack) const override | oofem::ConcreteFCM | protectedvirtual |
| 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 |
| computeEffectiveShearModulus(GaussPoint *gp, TimeStep *tStep, int i) const override | oofem::ConcreteFCM | protectedvirtual |
| computeFirstCoordinate(const FloatArrayF< 6 > &s) | oofem::StructuralMaterial | static |
| computeFirstInvariant(const FloatArrayF< 6 > &s) | oofem::StructuralMaterial | static |
| computeMaxNormalCrackOpening(GaussPoint *gp, TimeStep *tStep, int i) const | oofem::FCMMaterial | virtual |
| computeNormalCrackOpening(GaussPoint *gp, int i) const | oofem::FCMMaterial | virtual |
| computeNumerD2Modulus(GaussPoint *gp, TimeStep *tStep, int i) const | oofem::FCMMaterial | protectedvirtual |
| computeNumerD2ModulusForCrack(GaussPoint *gp, TimeStep *tStep, int icrack) const override | oofem::ConcreteFCM | protectedvirtual |
| computeOverallElasticShearModulus(GaussPoint *gp, TimeStep *tStep) const override | oofem::ConcreteFCMViscoElastic | protectedvirtual |
| computeOverallElasticStiffness(GaussPoint *gp, TimeStep *tStep) const override | oofem::ConcreteFCMViscoElastic | 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 |
| computeResidualTensileStrength(GaussPoint *gp, TimeStep *tStep) const | oofem::ConcreteFCM | protectedvirtual |
| computeSecondCoordinate(const FloatArrayF< 6 > &s) | oofem::StructuralMaterial | static |
| computeSecondStressInvariant(const FloatArrayF< 6 > &s) | oofem::StructuralMaterial | static |
| computeShearSlipOnCrack(GaussPoint *gp, TimeStep *tStep, int i) const | oofem::FCMMaterial | virtual |
| computeShearStiffnessRedistributionFactor(GaussPoint *gp, TimeStep *tStep, int ithCrackPlane, int jthCrackDirection) const | oofem::FCMMaterial | protectedvirtual |
| computeStressIndependentStrainVector(GaussPoint *gp, TimeStep *tStep, ValueModeType mode) const override | oofem::ConcreteFCMViscoElastic | 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 |
| computeTotalD2Modulus(GaussPoint *gp, TimeStep *tStep, int i) const | oofem::FCMMaterial | 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 |
| ConcreteFCM(int n, Domain *d) | oofem::ConcreteFCM | |
| ConcreteFCMViscoElastic(int n, Domain *d) | oofem::ConcreteFCMViscoElastic | |
| 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 |
| crackSpacing | oofem::FCMMaterial | protected |
| CreateStatus(GaussPoint *gp) const override | oofem::ConcreteFCMViscoElastic | inlinevirtual |
| domain | oofem::FEMComponent | protected |
| ecsMethod | oofem::FCMMaterial | protected |
| eps_f | oofem::ConcreteFCM | protected |
| errorInfo(const char *func) const | oofem::FEMComponent | |
| estimatePackSize(DataStream &buff, GaussPoint *ip) | oofem::Material | inlinevirtual |
| fc | oofem::ConcreteFCM | protected |
| FCMMaterial(int n, Domain *d) | oofem::FCMMaterial | |
| FEMComponent(int n, Domain *d) | oofem::FEMComponent | inline |
| fib | oofem::ConcreteFCMViscoElastic | protected |
| fib_fcm28 | oofem::ConcreteFCMViscoElastic | protected |
| fib_s | oofem::ConcreteFCMViscoElastic | protected |
| Ft | oofem::ConcreteFCM | protected |
| Gf | oofem::ConcreteFCM | protected |
| give(int aProperty, GaussPoint *gp) const override | oofem::ConcreteFCMViscoElastic | virtual |
| oofem::RandomMaterialExtensionInterface::give(int key, GaussPoint *gp, double &value) const | oofem::RandomMaterialExtensionInterface | |
| 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 |
| give3dMaterialStiffnessMatrix(MatResponseMode mode, GaussPoint *gp, TimeStep *tStep) const override | oofem::FCMMaterial | 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 |
| giveCharacteristicElementLength(GaussPoint *gp, const FloatArray &crackPlaneNormal) const | oofem::FCMMaterial | protectedvirtual |
| 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::ConcreteFCMViscoElastic | inlinevirtual |
| giveCrackingModulus(MatResponseMode rMode, GaussPoint *gp, TimeStep *tStep, int i) const override | oofem::ConcreteFCM | protectedvirtual |
| giveCrackingModulusInTension(MatResponseMode rMode, GaussPoint *gp, TimeStep *tStep, int i) const override | oofem::ConcreteFCM | protectedvirtual |
| giveCrackSpacing(void) const | oofem::FCMMaterial | protectedvirtual |
| giveDomain() const | oofem::FEMComponent | inline |
| giveEquivalentTime(GaussPoint *gp, TimeStep *tStep) const | oofem::ConcreteFCMViscoElastic | protectedvirtual |
| 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 | 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 |
| giveFractureEnergy(GaussPoint *gp, TimeStep *tStep) const override | oofem::ConcreteFCMViscoElastic | protectedvirtual |
| 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 |
| oofem::giveInputRecord(DynamicInputRecord &input) override | oofem::StructuralMaterial | virtual |
| oofem::RandomMaterialExtensionInterface::giveInputRecord(DynamicInputRecord &ir) | oofem::RandomMaterialExtensionInterface | |
| giveInputRecordName() const override | oofem::ConcreteFCMViscoElastic | 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::ConcreteFCMViscoElastic | virtual |
| giveMaterialStiffnessMatrix(FloatMatrix &answer, MatResponseMode, GaussPoint *gp, TimeStep *tStep) const | oofem::FCMMaterial | protectedvirtual |
| giveNormalCrackingStress(GaussPoint *gp, TimeStep *tStep, double eps_cr, int i) const override | oofem::ConcreteFCM | protectedvirtual |
| giveNormalLocalCrackedStiffnessMatrix(FloatMatrix &answer, MatResponseMode rMode, GaussPoint *gp, TimeStep *tStep) const | oofem::FCMMaterial | protectedvirtual |
| giveNumber() const | oofem::FEMComponent | inline |
| giveNumberOfCracksForShearDirection(GaussPoint *gp, int i) const | oofem::FCMMaterial | protectedvirtual |
| giveNumberOfCracksInDirection(GaussPoint *gp, int iCrack) const | oofem::FCMMaterial | protectedvirtual |
| givePlaneStrainStiffMtrx(MatResponseMode mmode, GaussPoint *gp, TimeStep *tStep) const override | oofem::FCMMaterial | 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 override | oofem::FCMMaterial | 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 |
| givePoissonsRatio() const | oofem::FCMMaterial | inlineprotectedvirtual |
| giveRealStressVector(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedStrain, TimeStep *tStep) const override | oofem::ConcreteFCMViscoElastic | virtual |
| giveRealStressVector_1d(const FloatArrayF< 1 > &strain, GaussPoint *gp, TimeStep *tStep) const override | oofem::FCMMaterial | inlinevirtual |
| giveRealStressVector_2dBeamLayer(const FloatArrayF< 2 > &strain, GaussPoint *gp, TimeStep *tStep) const override | oofem::FCMMaterial | inlinevirtual |
| 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::FCMMaterial | 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::FCMMaterial | inlinevirtual |
| giveRealStressVector_PlaneStress(const FloatArrayF< 3 > &strain, GaussPoint *gp, TimeStep *tStep) const override | oofem::FCMMaterial | inlinevirtual |
| giveRealStressVector_PlateLayer(const FloatArrayF< 5 > &strain, GaussPoint *gp, TimeStep *tStep) const override | oofem::FCMMaterial | inlinevirtual |
| 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 |
| giveSizeOfVoigtSymVector(MaterialMode mmode) | oofem::StructuralMaterial | static |
| giveSizeOfVoigtVector(MaterialMode mmode) | oofem::StructuralMaterial | static |
| giveStatus(GaussPoint *gp) const override | oofem::ConcreteFCMViscoElastic | virtual |
| giveStiffnessMatrix(FloatMatrix &answer, MatResponseMode mode, GaussPoint *gp, TimeStep *tStep) const | oofem::StructuralMaterial | 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 |
| giveTensileStrength(GaussPoint *gp, TimeStep *tStep) const override | oofem::ConcreteFCMViscoElastic | protectedvirtual |
| giveThermalDilatationVector(GaussPoint *gp, TimeStep *tStep) const | oofem::StructuralMaterial | virtual |
| giveTotalLocalCrackedStiffnessMatrix(FloatMatrix &answer, MatResponseMode rMode, GaussPoint *gp, TimeStep *tStep) const | oofem::FCMMaterial | protectedvirtual |
| giveVI(int ind1, int ind2) | oofem::StructuralMaterial | inlinestatic |
| giveVoigtSymVectorMask(IntArray &answer, MaterialMode mmode) | oofem::StructuralMaterial | static |
| giveVoigtVectorMask(IntArray &answer, MaterialMode mmode) | oofem::StructuralMaterial | static |
| H | oofem::ConcreteFCM | protected |
| hasCastingTimeSupport() const | oofem::Material | virtual |
| hasMaterialModeCapability(MaterialMode mode) const override | oofem::FCMMaterial | virtual |
| hasProperty(int aProperty, GaussPoint *gp) const | oofem::Material | virtual |
| initializeCrack(GaussPoint *gp, TimeStep *tStep, FloatMatrix &base, int nCrack) const | oofem::FCMMaterial | virtual |
| initializeFinish() | oofem::FEMComponent | inlinevirtual |
| initializeFrom(InputRecord &ir) override | oofem::ConcreteFCMViscoElastic | 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 | inline |
| isActivated(TimeStep *tStep) const | oofem::Material | inlinevirtual |
| isCharacteristicMtrxSymmetric(MatResponseMode rMode) const | oofem::Material | inlinevirtual |
| isIntact(GaussPoint *gp, int icrack) const | oofem::FCMMaterial | protectedvirtual |
| isIntactForShear(GaussPoint *gp, int i) const | oofem::FCMMaterial | protectedvirtual |
| isStrengthExceeded(const FloatMatrix &base, GaussPoint *gp, TimeStep *tStep, int iCrack, double trialStress) const | oofem::FCMMaterial | protectedvirtual |
| isThisShearComponent(GaussPoint *gp, int component) const | oofem::FCMMaterial | protectedvirtual |
| iterLimitGlobal | oofem::FCMMaterial | protected |
| lengthScale | oofem::ConcreteFCM | protected |
| linearElasticMaterial | oofem::FCMMaterial | protected |
| Material(int n, Domain *d) | oofem::Material | |
| maxShearStress(GaussPoint *gp, TimeStep *tStep, int i) const override | oofem::ConcreteFCM | protectedvirtual |
| modifyProperty(int aProperty, double value, GaussPoint *gp) | oofem::Material | virtual |
| multipleCrackShear | oofem::FCMMaterial | protected |
| nAllowedCracks | oofem::FCMMaterial | protected |
| normalCoeffNumer | oofem::FCMMaterial | protected |
| 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 |
| RandomMaterialExtensionInterface() | oofem::RandomMaterialExtensionInterface | inline |
| randomVariableGenerators | oofem::RandomMaterialExtensionInterface | protected |
| randVariables | oofem::RandomMaterialExtensionInterface | 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 |
| sf | oofem::ConcreteFCM | protected |
| sf_numer | oofem::ConcreteFCM | protected |
| shearCoeffNumer | oofem::FCMMaterial | protected |
| ShearRetentionType enum name | oofem::ConcreteFCM | protected |
| ShearStrengthType enum name | oofem::ConcreteFCM | protected |
| shearStrengthType | oofem::ConcreteFCM | protected |
| shearType | oofem::ConcreteFCM | protected |
| SHR_Const_ShearFactorCoeff enum value | oofem::ConcreteFCM | protected |
| SHR_Const_ShearRetFactor enum value | oofem::ConcreteFCM | protected |
| SHR_NONE enum value | oofem::ConcreteFCM | protected |
| SHR_Unknown enum value | oofem::ConcreteFCM | protected |
| SHR_UserDefined_ShearRetFactor enum value | oofem::ConcreteFCM | protected |
| SHS_Collins_Interlock enum value | oofem::ConcreteFCM | protected |
| SHS_Const_Ft enum value | oofem::ConcreteFCM | protected |
| SHS_NONE enum value | oofem::ConcreteFCM | protected |
| SHS_Residual_Ft enum value | oofem::ConcreteFCM | protected |
| SHS_Unknown enum value | oofem::ConcreteFCM | protected |
| soft_eps | oofem::ConcreteFCM | protected |
| soft_function_eps | oofem::ConcreteFCM | protected |
| soft_function_w | oofem::ConcreteFCM | protected |
| soft_w | oofem::ConcreteFCM | protected |
| SofteningType enum name | oofem::ConcreteFCM | protected |
| softType | oofem::ConcreteFCM | protected |
| sortPrincDirAndValCloseTo(FloatArray &pVal, FloatMatrix &pDir, const FloatMatrix &toPDir) | oofem::StructuralMaterial | static |
| ST_Exponential enum value | oofem::ConcreteFCM | protected |
| ST_Hordijk enum value | oofem::ConcreteFCM | protected |
| ST_Linear enum value | oofem::ConcreteFCM | protected |
| ST_LinearHardeningStrain enum value | oofem::ConcreteFCM | protected |
| ST_NONE enum value | oofem::ConcreteFCM | protected |
| ST_Unknown enum value | oofem::ConcreteFCM | protected |
| ST_UserDefinedCrack enum value | oofem::ConcreteFCM | protected |
| ST_UserDefinedStrain enum value | oofem::ConcreteFCM | protected |
| stiffnessFactor | oofem::ConcreteFCMViscoElastic | protected |
| StructuralMaterial(int n, Domain *d) | oofem::StructuralMaterial | |
| svIndex | oofem::StructuralMaterial | static |
| timeFactor | oofem::ConcreteFCMViscoElastic | 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 |
| updateCrackStatus(GaussPoint *gp) const | oofem::FCMMaterial | protectedvirtual |
| updateLocalNumbering(EntityRenumberingFunctor &f) | oofem::FEMComponent | inlinevirtual |
| vIindex | oofem::StructuralMaterial | static |
| viscoMat | oofem::ConcreteFCMViscoElastic | protected |
| ~FEMComponent()=default | oofem::FEMComponent | virtual |
| ~Interface() | oofem::Interface | inlinevirtual |
| ~Material()=default | oofem::Material | virtual |
| ~RandomMaterialExtensionInterface() | oofem::RandomMaterialExtensionInterface | inlinevirtual |