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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::ConcreteDPM2, including all inherited members.
| AHard | oofem::ConcreteDPM2 | protected |
| applyDeviatoricElasticCompliance(FloatArray &strain, const FloatArray &stress, double EModulus, double nu) | oofem::StructuralMaterial | static |
| applyDeviatoricElasticCompliance(FloatArray &strain, const FloatArray &stress, double GModulus) | oofem::StructuralMaterial | static |
| applyDeviatoricElasticStiffness(FloatArray &stress, const FloatArray &strain, double EModulus, double nu) | oofem::StructuralMaterial | static |
| applyDeviatoricElasticStiffness(FloatArray &stress, const FloatArray &strain, double GModulus) | oofem::StructuralMaterial | static |
| applyElasticCompliance(FloatArray &strain, const FloatArray &stress, double EModulus, double nu) | oofem::StructuralMaterial | static |
| applyElasticStiffness(FloatArray &stress, const FloatArray &strain, double EModulus, double nu) | oofem::StructuralMaterial | static |
| ASoft | oofem::ConcreteDPM2 | protected |
| assignStateFlag(GaussPoint *gp) | oofem::ConcreteDPM2 | |
| BHard | oofem::ConcreteDPM2 | protected |
| castingTime | oofem::Material | protected |
| CHard | oofem::ConcreteDPM2 | protected |
| checkConsistency() | oofem::Material | virtual |
| checkForUnAndReloading(double &tempEquivStrain, double &minEquivStrain, const FloatMatrix &D, GaussPoint *gp) | oofem::ConcreteDPM2 | |
| checkForVertexCase(double &answer, double sig, double tempKappa, bool mode1d) | oofem::ConcreteDPM2 | |
| compute1dJacobian(FloatMatrix &answer, double totalsigma, double tempKappa, double deltaLambda, GaussPoint *gp) | oofem::ConcreteDPM2 | |
| compute3dSecantStiffness(FloatMatrix &answer, GaussPoint *gp, TimeStep *tStep) | oofem::ConcreteDPM2 | |
| computeAlpha(FloatArray &effectiveStressTension, FloatArray &effectiveStressCompression, FloatArray &effectiveStress) | oofem::ConcreteDPM2 | |
| computeDamage(FloatArray &answer, const FloatArray &strain, const FloatMatrix &D, double timeFactor, GaussPoint *gp, TimeStep *tStep, double alpha) | oofem::ConcreteDPM2 | |
| computeDamageParamCompression(double equivStrain, double kappaOne, double kappaTwo, double omegaOld) | oofem::ConcreteDPM2 | virtual |
| computeDamageParamTension(double equivStrain, double kappaOne, double kappaTwo, double le, double omegaOld) | oofem::ConcreteDPM2 | virtual |
| computeDCosThetaDStress(FloatArray &answer, const FloatArray &stress) const | oofem::ConcreteDPM2 | |
| computeDDGDDInv(FloatMatrix &answer, double sig, double rho, double tempKappa) | oofem::ConcreteDPM2 | |
| computeDDGDDInv1d(double sigma, double tempKappa) | oofem::ConcreteDPM2 | |
| computeDDGDInvDKappa(FloatArray &answer, double sig, double rho, double tempKappa) | oofem::ConcreteDPM2 | |
| computeDDGDInvDKappa1d(double sigma, double tempKappa) | oofem::ConcreteDPM2 | |
| computeDDKappaDDeltaLambdaDInv(FloatArray &answer, double sig, double rho, double tempKappa) | oofem::ConcreteDPM2 | |
| computeDDKappaDDeltaLambdaDInv1d(double sigma, double tempKappa) | oofem::ConcreteDPM2 | |
| computeDDKappaDDeltaLambdaDKappa(double sig, double rho, double tempKappa) | oofem::ConcreteDPM2 | |
| computeDDKappaDDeltaLambdaDKappa1d(double sig, double tempKappa) | oofem::ConcreteDPM2 | |
| computeDDRhoDDStress(FloatMatrix &answer, const FloatArray &stress) const | oofem::ConcreteDPM2 | |
| computeDDuctilityMeasureDInv(FloatArray &answer, double sig, double rho, double tempKappa) | oofem::ConcreteDPM2 | |
| computeDDuctilityMeasureDInv1d(double sigma, double tempKappa) | oofem::ConcreteDPM2 | |
| computeDeltaPlasticStrainNormCompression(double tempAlpha, double tempKappaD, double kappaD, GaussPoint *gp) | oofem::ConcreteDPM2 | |
| computeDeltaPlasticStrainNormTension(double tempKappaD, double kappaD, GaussPoint *gp) | oofem::ConcreteDPM2 | |
| computeDeviatoricVolumetricSplit(FloatArray &dev, const FloatArray &s) | oofem::StructuralMaterial | static |
| computeDeviatoricVolumetricSum(FloatArray &s, const FloatArray &dev, double mean) | oofem::StructuralMaterial | static |
| computeDFDInv(FloatArray &answer, double sig, double rho, double tempKappa) const | oofem::ConcreteDPM2 | |
| computeDFDInv1d(double sigma, double tempKappa) const | oofem::ConcreteDPM2 | |
| computeDFDKappa(double sig, double rho, double tempKappa, bool mode1d) | oofem::ConcreteDPM2 | |
| computeDGDInv(FloatArray &answer, double sig, double rho, double tempKappa) | oofem::ConcreteDPM2 | |
| computeDGDInv1d(double sig, double tempKappa) | oofem::ConcreteDPM2 | |
| computeDKappaDDeltaLambda(double sig, double rho, double tempKappa) | oofem::ConcreteDPM2 | |
| computeDKappaDDeltaLambda1d(double sig, double tempKappa) | oofem::ConcreteDPM2 | |
| computeDRDCosTheta(double theta, double ecc) const | oofem::ConcreteDPM2 | |
| computeDRhoDStress(FloatArray &answer, const FloatArray &stress) const | oofem::ConcreteDPM2 | |
| computeDSigDStress(FloatArray &answer) const | oofem::ConcreteDPM2 | |
| computeDuctilityMeasure(double sig, double rho, double theta) | oofem::ConcreteDPM2 | virtual |
| computeDuctilityMeasureDamage(const FloatArray &strain, GaussPoint *gp) | oofem::ConcreteDPM2 | |
| computeEquivalentStrain(double sig, double rho, double theta) | oofem::ConcreteDPM2 | virtual |
| computeFirstCoordinate(const FloatArray &s) | oofem::StructuralMaterial | static |
| computeFirstInvariant(const FloatArray &s) | oofem::StructuralMaterial | static |
| computeHardeningOne(double tempKappa) const | oofem::ConcreteDPM2 | |
| computeHardeningOnePrime(double tempKappa) const | oofem::ConcreteDPM2 | |
| computeHardeningTwo(double tempKappa) const | oofem::ConcreteDPM2 | |
| computeHardeningTwoPrime(double tempKappa) const | oofem::ConcreteDPM2 | |
| computeJacobian(FloatMatrix &answer, double sig, double rho, double tempKappa, double deltaLambda, GaussPoint *gp) | oofem::ConcreteDPM2 | |
| computePrincipalValDir(FloatArray &answer, FloatMatrix &dir, const FloatArray &s, stressStrainPrincMode mode) | oofem::StructuralMaterial | static |
| computePrincipalValues(FloatArray &answer, const FloatArray &s, stressStrainPrincMode mode) | oofem::StructuralMaterial | static |
| computeRateFactor(double alpha, double timeFactor, GaussPoint *gp, TimeStep *deltaTime) | oofem::ConcreteDPM2 | |
| computeRatioPotential(double sig, double tempKappa) | oofem::ConcreteDPM2 | |
| computeSecondCoordinate(const FloatArray &s) | oofem::StructuralMaterial | static |
| computeSecondStressInvariant(const FloatArray &s) | oofem::StructuralMaterial | static |
| computeStressIndependentStrainVector(FloatArray &answer, GaussPoint *gp, TimeStep *tStep, ValueModeType mode) | oofem::StructuralMaterial | virtual |
| computeStressIndependentStrainVector_3d(FloatArray &answer, GaussPoint *gp, TimeStep *tStep, ValueModeType mode) | oofem::StructuralMaterial | virtual |
| computeStressNorm(const FloatArray &stress) | oofem::StructuralMaterial | static |
| computeTempKappa(double kappaInitial, double sigTrial, double rhoTrial, double sig) | oofem::ConcreteDPM2 | |
| computeThirdCoordinate(const FloatArray &s) | oofem::StructuralMaterial | static |
| computeThirdStressInvariant(const FloatArray &s) | oofem::StructuralMaterial | static |
| computeTrialCoordinates(const FloatArray &stress, double &sig, double &rho, double &theta) | oofem::ConcreteDPM2 | |
| computeVonMisesStress(const FloatArray *currentStress) | oofem::StructuralMaterial | static |
| computeYieldValue(double sig, double rho, double theta, double tempKappa) const | oofem::ConcreteDPM2 | |
| ConcreteDPM2(int n, Domain *d) | oofem::ConcreteDPM2 | |
| ConcreteDPM2_ReturnResult enum name | oofem::ConcreteDPM2 | protected |
| ConcreteDPM2_ReturnType enum name | oofem::ConcreteDPM2 | protected |
| convert_dSdE_2_dPdF(FloatMatrix &answer, const FloatMatrix &dSdE, const FloatArray &S, const FloatArray &F, MaterialMode matMode) | oofem::StructuralMaterial | |
| CreateStatus(GaussPoint *gp) const | oofem::ConcreteDPM2 | protectedvirtual |
| DHard | oofem::ConcreteDPM2 | protected |
| dilationConst | oofem::ConcreteDPM2 | protected |
| domain | oofem::FEMComponent | protected |
| e0 | oofem::ConcreteDPM2 | protected |
| ecc | oofem::ConcreteDPM2 | protected |
| efCompression | oofem::ConcreteDPM2 | protected |
| eM | oofem::ConcreteDPM2 | protected |
| errorInfo(const char *func) const | oofem::FEMComponent | |
| estimatePackSize(DataStream &buff, GaussPoint *ip) | oofem::Material | inlinevirtual |
| fc | oofem::ConcreteDPM2 | protected |
| fcZero | oofem::ConcreteDPM2 | protected |
| FEMComponent(int n, Domain *d) | oofem::FEMComponent | inline |
| ft | oofem::ConcreteDPM2 | protected |
| ftOne | oofem::ConcreteDPM2 | protected |
| give(int aProperty, GaussPoint *gp) | oofem::Material | virtual |
| give1dStressStiffMtrx(FloatMatrix &answer, MatResponseMode mode, GaussPoint *gp, TimeStep *tStep) | oofem::ConcreteDPM2 | virtual |
| give1dStressStiffMtrx_dCde(FloatMatrix &answer, MatResponseMode mmode, GaussPoint *gp, TimeStep *tStep) | oofem::StructuralMaterial | virtual |
| give1dStressStiffMtrx_dPdF(FloatMatrix &answer, MatResponseMode mmode, GaussPoint *gp, TimeStep *tStep) | oofem::StructuralMaterial | virtual |
| give2dBeamLayerStiffMtrx(FloatMatrix &answer, MatResponseMode mmode, GaussPoint *gp, TimeStep *tStep) | oofem::StructuralMaterial | virtual |
| give2dLatticeStiffMtrx(FloatMatrix &answer, MatResponseMode mmode, GaussPoint *gp, TimeStep *tStep) | oofem::StructuralMaterial | virtual |
| give2dPlateSubSoilStiffMtrx(FloatMatrix &answer, MatResponseMode mmode, GaussPoint *gp, TimeStep *tStep) | oofem::StructuralMaterial | virtual |
| give2DStrainVectorTranformationMtrx(FloatMatrix &answer, const FloatMatrix &base, bool transpose=false) | oofem::StructuralMaterial | static |
| give3dBeamSubSoilStiffMtrx(FloatMatrix &answer, MatResponseMode mmode, GaussPoint *gp, TimeStep *tStep) | oofem::StructuralMaterial | virtual |
| give3dLatticeStiffMtrx(FloatMatrix &answer, MatResponseMode mmode, GaussPoint *gp, TimeStep *tStep) | oofem::StructuralMaterial | virtual |
| give3dMaterialStiffnessMatrix(FloatMatrix &answer, MatResponseMode mode, GaussPoint *gp, TimeStep *tStep) | oofem::ConcreteDPM2 | virtual |
| give3dMaterialStiffnessMatrix_dCde(FloatMatrix &answer, MatResponseMode mode, GaussPoint *gp, TimeStep *tStep) | oofem::StructuralMaterial | virtual |
| give3dMaterialStiffnessMatrix_dPdF(FloatMatrix &answer, MatResponseMode mode, GaussPoint *gp, TimeStep *tStep) | oofem::StructuralMaterial | virtual |
| give_dPdF_from(const FloatMatrix &dSdE, FloatMatrix &answer, GaussPoint *gp) | oofem::StructuralMaterial | |
| giveCastingTime() | 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 |
| giveClassName() const | oofem::ConcreteDPM2 | inlinevirtual |
| giveDomain() const | oofem::FEMComponent | inline |
| giveEshelbyStressVector_PlaneStrain(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedF, TimeStep *tStep) | oofem::StructuralMaterial | virtual |
| giveFiberStiffMtrx(FloatMatrix &answer, MatResponseMode mmode, GaussPoint *gp, TimeStep *tStep) | oofem::StructuralMaterial | virtual |
| giveFirstPKStressVector_1d(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedF, TimeStep *tStep) | oofem::StructuralMaterial | virtual |
| giveFirstPKStressVector_3d(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedF, TimeStep *tStep) | oofem::StructuralMaterial | virtual |
| giveFirstPKStressVector_PlaneStrain(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedF, TimeStep *tStep) | oofem::StructuralMaterial | virtual |
| giveFirstPKStressVector_PlaneStress(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedF, TimeStep *tStep) | 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) | oofem::StructuralMaterial | virtual |
| giveInputRecordName() const | oofem::ConcreteDPM2 | inlinevirtual |
| giveInterface(InterfaceType t) | oofem::FEMComponent | inlinevirtual |
| giveInvertedVoigtVectorMask(IntArray &answer, MaterialMode mmode) | oofem::StructuralMaterial | static |
| giveIPValue(FloatArray &answer, GaussPoint *gp, InternalStateType type, TimeStep *tStep) | oofem::ConcreteDPM2 | virtual |
| giveLinearElasticMaterial() | oofem::ConcreteDPM2 | inline |
| giveNumber() const | oofem::FEMComponent | inline |
| givePlaneStrainStiffMtrx(FloatMatrix &answer, MatResponseMode mmode, GaussPoint *gp, TimeStep *tStep) | oofem::StructuralMaterial | virtual |
| givePlaneStrainStiffMtrx_dCde(FloatMatrix &answer, MatResponseMode mmode, GaussPoint *gp, TimeStep *tStep) | oofem::StructuralMaterial | virtual |
| givePlaneStrainStiffMtrx_dPdF(FloatMatrix &answer, MatResponseMode mmode, GaussPoint *gp, TimeStep *tStep) | oofem::StructuralMaterial | virtual |
| givePlaneStressStiffMtrx(FloatMatrix &answer, MatResponseMode mmode, GaussPoint *gp, TimeStep *tStep) | oofem::StructuralMaterial | virtual |
| givePlaneStressStiffMtrx_dCde(FloatMatrix &answer, MatResponseMode mmode, GaussPoint *gp, TimeStep *tStep) | oofem::StructuralMaterial | virtual |
| givePlaneStressStiffMtrx_dPdF(FloatMatrix &answer, MatResponseMode mmode, GaussPoint *gp, TimeStep *tStep) | oofem::StructuralMaterial | virtual |
| givePlaneStressVectorTranformationMtrx(FloatMatrix &answer, const FloatMatrix &base, bool transpose=false) | oofem::StructuralMaterial | static |
| givePlateLayerStiffMtrx(FloatMatrix &answer, MatResponseMode mmode, GaussPoint *gp, TimeStep *tStep) | oofem::StructuralMaterial | virtual |
| giveRealStressVector(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedStrain, TimeStep *tStep) | oofem::StructuralMaterial | virtual |
| giveRealStressVector_1d(FloatArray &answer, GaussPoint *gp, const FloatArray &totalStrain, TimeStep *tStep) | oofem::ConcreteDPM2 | virtual |
| giveRealStressVector_2dBeamLayer(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedE, TimeStep *tStep) | oofem::StructuralMaterial | virtual |
| giveRealStressVector_2dPlateSubSoil(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedE, TimeStep *tStep) | oofem::StructuralMaterial | virtual |
| giveRealStressVector_3d(FloatArray &answer, GaussPoint *gp, const FloatArray &strainVector, TimeStep *tStep) | oofem::ConcreteDPM2 | virtual |
| giveRealStressVector_3dBeamSubSoil(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedE, TimeStep *tStep) | oofem::StructuralMaterial | virtual |
| giveRealStressVector_Fiber(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedE, TimeStep *tStep) | oofem::StructuralMaterial | virtual |
| giveRealStressVector_Lattice2d(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedE, TimeStep *tStep) | oofem::StructuralMaterial | virtual |
| giveRealStressVector_Lattice3d(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedE, TimeStep *tStep) | oofem::StructuralMaterial | virtual |
| giveRealStressVector_PlaneStrain(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedE, TimeStep *tStep) | oofem::StructuralMaterial | virtual |
| giveRealStressVector_PlaneStress(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedE, TimeStep *tStep) | oofem::StructuralMaterial | virtual |
| giveRealStressVector_PlateLayer(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedE, TimeStep *tStep) | oofem::StructuralMaterial | virtual |
| giveRealStressVector_ShellStressControl(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedE, const IntArray &strainControl, TimeStep *tStep) | oofem::StructuralMaterial | virtual |
| giveRealStressVector_StressControl(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedE, const IntArray &strainControl, TimeStep *tStep) | oofem::StructuralMaterial | virtual |
| giveRealStressVector_Warping(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedE, TimeStep *tStep) | 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 | oofem::Material | virtual |
| giveStiffnessMatrix(FloatMatrix &answer, MatResponseMode mode, GaussPoint *gp, TimeStep *tStep) | oofem::StructuralMaterial | virtual |
| giveStrainVectorTranformationMtrx(FloatMatrix &answer, const FloatMatrix &base, bool transpose=false) | oofem::StructuralMaterial | static |
| giveStressDependentPartOfStrainVector(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedStrainVector, TimeStep *tStep, ValueModeType mode) | oofem::StructuralMaterial | |
| giveStressDependentPartOfStrainVector_3d(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedStrainVector, TimeStep *tStep, ValueModeType mode) | oofem::StructuralMaterial | |
| giveStressVectorTranformationMtrx(FloatMatrix &answer, const FloatMatrix &base, bool transpose=false) | oofem::StructuralMaterial | static |
| giveSymVI(int ind1, int ind2) | oofem::StructuralMaterial | inlinestatic |
| giveThermalDilatationVector(FloatArray &answer, GaussPoint *gp, TimeStep *tStep) | 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 |
| gM | oofem::ConcreteDPM2 | protected |
| hardeningModulus | oofem::ConcreteDPM2 | protected |
| hasCastingTimeSupport() | oofem::Material | virtual |
| hasMaterialModeCapability(MaterialMode mode) | oofem::StructuralMaterial | virtual |
| hasNonLinearBehaviour() | oofem::Material | inlinevirtual |
| hasProperty(int aProperty, GaussPoint *gp) | oofem::Material | virtual |
| helem | oofem::ConcreteDPM2 | protected |
| initDamaged(double kappa, const FloatArray &strain, GaussPoint *gp) | oofem::ConcreteDPM2 | |
| initializeFrom(InputRecord *ir) | oofem::ConcreteDPM2 | virtual |
| initMaterial(Element *element) | oofem::Material | virtual |
| initTempStatus(GaussPoint *gp) | oofem::Material | virtual |
| isActivated(TimeStep *tStep) | oofem::Material | inlinevirtual |
| isCharacteristicMtrxSymmetric(MatResponseMode rMode) | oofem::ConcreteDPM2 | inlinevirtual |
| isotropicFlag | oofem::ConcreteDPM2 | protected |
| kM | oofem::ConcreteDPM2 | protected |
| linearElasticMaterial | oofem::ConcreteDPM2 | protected |
| m | oofem::ConcreteDPM2 | protected |
| Material(int n, Domain *d) | oofem::Material | |
| modifyProperty(int aProperty, double value, GaussPoint *gp) | oofem::Material | virtual |
| mQ | oofem::ConcreteDPM2 | protected |
| newtonIter | oofem::ConcreteDPM2 | protected |
| nu | oofem::ConcreteDPM2 | protected |
| number | oofem::FEMComponent | protected |
| packUnknowns(DataStream &buff, TimeStep *tStep, GaussPoint *ip) | oofem::Material | inlinevirtual |
| performPlasticityReturn(GaussPoint *gp, const FloatMatrix &D, const FloatArray &strain) | oofem::ConcreteDPM2 | |
| performRegularReturn(FloatArray &stress, double kappaP, GaussPoint *gp) | oofem::ConcreteDPM2 | |
| performVertexReturn(FloatArray &stress, double apexStress, double tempKappaP, GaussPoint *gp) | oofem::ConcreteDPM2 | |
| predictRelativeComputationalCost(GaussPoint *gp) | oofem::Material | inlinevirtual |
| predictRelativeRedistributionCost(GaussPoint *gp) | oofem::Material | inlinevirtual |
| printOutputAt(FILE *file, TimeStep *tStep) | oofem::FEMComponent | inlinevirtual |
| printYourself() | oofem::Material | virtual |
| propertyDictionary | oofem::Material | protected |
| referenceTemperature | oofem::StructuralMaterial | protected |
| restoreContext(DataStream &stream, ContextMode mode, void *obj=NULL) | oofem::FEMComponent | virtual |
| restoreIPContext(DataStream &stream, ContextMode mode, GaussPoint *gp) | oofem::Material | virtual |
| returnResult | oofem::ConcreteDPM2 | protected |
| returnType | oofem::ConcreteDPM2 | protected |
| rho | oofem::ConcreteDPM2 | protected |
| RR_Converged enum value | oofem::ConcreteDPM2 | protected |
| RR_NotConverged enum value | oofem::ConcreteDPM2 | protected |
| RT_Auxiliary enum value | oofem::ConcreteDPM2 | protected |
| RT_Compression enum value | oofem::ConcreteDPM2 | protected |
| RT_Regular enum value | oofem::ConcreteDPM2 | protected |
| RT_Tension enum value | oofem::ConcreteDPM2 | protected |
| saveContext(DataStream &stream, ContextMode mode, void *obj=NULL) | oofem::FEMComponent | virtual |
| saveIPContext(DataStream &stream, ContextMode mode, GaussPoint *gp) | oofem::Material | virtual |
| setDomain(Domain *d) | oofem::FEMComponent | inlinevirtual |
| setIPValue(const FloatArray &value, GaussPoint *gp, InternalStateType type) | oofem::StructuralMaterial | virtual |
| setNumber(int num) | oofem::FEMComponent | inline |
| sig | oofem::ConcreteDPM2 | protected |
| softeningType | oofem::ConcreteDPM2 | protected |
| sortPrincDirAndValCloseTo(FloatArray *pVal, FloatMatrix *pDir, FloatMatrix *toPDir) | oofem::StructuralMaterial | static |
| strainRateFlag | oofem::ConcreteDPM2 | protected |
| StructuralMaterial(int n, Domain *d) | oofem::StructuralMaterial | |
| svIndex | oofem::StructuralMaterial | static |
| thetaTrial | oofem::ConcreteDPM2 | protected |
| timeFactor | oofem::ConcreteDPM2 | protected |
| transformStrainVectorTo(FloatArray &answer, const FloatMatrix &base, const FloatArray &strainVector, bool transpose=false) | oofem::StructuralMaterial | static |
| transformStressVectorTo(FloatArray &answer, const FloatMatrix &base, const FloatArray &stressVector, 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 |
| wf | oofem::ConcreteDPM2 | protected |
| wfOne | oofem::ConcreteDPM2 | protected |
| yieldHardInitial | oofem::ConcreteDPM2 | protected |
| yieldHardPrimePeak | oofem::ConcreteDPM2 | protected |
| yieldTol | oofem::ConcreteDPM2 | protected |
| yieldTolDamage | oofem::ConcreteDPM2 | protected |
| ~ConcreteDPM2() | oofem::ConcreteDPM2 | virtual |
| ~FEMComponent() | oofem::FEMComponent | inlinevirtual |
| ~Material() | oofem::Material | virtual |
| ~StructuralMaterial() | oofem::StructuralMaterial | inlinevirtual |