OOFEM
2.4
OOFEM.org - Object Oriented Finite Element Solver
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This is the complete list of members for oofem::IsotropicDamageMaterial, including all inherited members.
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 |
castingTime | oofem::Material | protected |
checkConsistency() | oofem::Material | virtual |
computeDamageParam(double &omega, double kappa, const FloatArray &strain, GaussPoint *gp)=0 | oofem::IsotropicDamageMaterial | pure virtual |
computeDeviatoricVolumetricSplit(FloatArray &dev, const FloatArray &s) | oofem::StructuralMaterial | static |
computeDeviatoricVolumetricSum(FloatArray &s, const FloatArray &dev, double mean) | oofem::StructuralMaterial | static |
computeEquivalentStrain(double &kappa, const FloatArray &strain, GaussPoint *gp, TimeStep *tStep)=0 | oofem::IsotropicDamageMaterial | pure virtual |
computeEta(FloatArray &answer, const FloatArray &strain, GaussPoint *gp, TimeStep *tStep) | oofem::IsotropicDamageMaterial | inlinevirtual |
computeFirstCoordinate(const FloatArray &s) | oofem::StructuralMaterial | static |
computeFirstInvariant(const FloatArray &s) | oofem::StructuralMaterial | static |
computePrincipalValDir(FloatArray &answer, FloatMatrix &dir, const FloatArray &s, stressStrainPrincMode mode) | oofem::StructuralMaterial | static |
computePrincipalValues(FloatArray &answer, const FloatArray &s, stressStrainPrincMode mode) | oofem::StructuralMaterial | static |
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 |
computeThirdCoordinate(const FloatArray &s) | oofem::StructuralMaterial | static |
computeThirdStressInvariant(const FloatArray &s) | oofem::StructuralMaterial | static |
computeVonMisesStress(const FloatArray *currentStress) | oofem::StructuralMaterial | static |
convert_dSdE_2_dPdF(FloatMatrix &answer, const FloatMatrix &dSdE, const FloatArray &S, const FloatArray &F, MaterialMode matMode) | oofem::StructuralMaterial | |
CreateStatus(GaussPoint *gp) const | oofem::IsotropicDamageMaterial | inlinevirtual |
damageFunctionPrime(double kappa, GaussPoint *gp) | oofem::IsotropicDamageMaterial | inlineprotectedvirtual |
domain | oofem::FEMComponent | protected |
errorInfo(const char *func) const | oofem::FEMComponent | |
estimatePackSize(DataStream &buff, GaussPoint *ip) | oofem::Material | inlinevirtual |
evaluatePermanentStrain(double kappa, double omega) | oofem::IsotropicDamageMaterial | inlinevirtual |
FEMComponent(int n, Domain *d) | oofem::FEMComponent | inline |
give(int aProperty, GaussPoint *gp) | oofem::IsotropicDamageMaterial | virtual |
give1dStressStiffMtrx(FloatMatrix &answer, MatResponseMode mmode, GaussPoint *gp, TimeStep *tStep) | oofem::IsotropicDamageMaterial | protectedvirtual |
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::IsotropicDamageMaterial | 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::IsotropicDamageMaterial | 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::IsotropicDamageMaterial | virtual |
giveInputRecordName() const =0 | oofem::FEMComponent | pure virtual |
giveInterface(InterfaceType t) | oofem::FEMComponent | inlinevirtual |
giveInvertedVoigtVectorMask(IntArray &answer, MaterialMode mmode) | oofem::StructuralMaterial | static |
giveIPValue(FloatArray &answer, GaussPoint *gp, InternalStateType type, TimeStep *tStep) | oofem::IsotropicDamageMaterial | virtual |
giveLinearElasticMaterial() | oofem::IsotropicDamageMaterial | inline |
giveNumber() const | oofem::FEMComponent | inline |
givePlaneStrainStiffMtrx(FloatMatrix &answer, MatResponseMode mmode, GaussPoint *gp, TimeStep *tStep) | oofem::IsotropicDamageMaterial | protectedvirtual |
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::IsotropicDamageMaterial | protectedvirtual |
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::IsotropicDamageMaterial | virtual |
giveRealStressVector_1d(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedE, TimeStep *tStep) | oofem::IsotropicDamageMaterial | inlinevirtual |
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 &reducedE, TimeStep *tStep) | oofem::IsotropicDamageMaterial | inlinevirtual |
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::IsotropicDamageMaterial | inlinevirtual |
giveRealStressVector_PlaneStress(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedE, TimeStep *tStep) | oofem::IsotropicDamageMaterial | inlinevirtual |
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::IsotropicDamageMaterial | inlinevirtual |
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 *, TimeStep *) | oofem::IsotropicDamageMaterial | 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 |
hasCastingTimeSupport() | oofem::Material | virtual |
hasMaterialModeCapability(MaterialMode mode) | oofem::IsotropicDamageMaterial | virtual |
hasNonLinearBehaviour() | oofem::IsotropicDamageMaterial | inlinevirtual |
hasProperty(int aProperty, GaussPoint *gp) | oofem::Material | virtual |
idm_damageLevelCR enum value | oofem::IsotropicDamageMaterial | protected |
idm_strainLevelCR enum value | oofem::IsotropicDamageMaterial | protected |
initDamaged(double kappa, FloatArray &totalStrainVector, GaussPoint *gp) | oofem::IsotropicDamageMaterial | inlineprotectedvirtual |
initializeFrom(InputRecord *ir) | oofem::IsotropicDamageMaterial | virtual |
initMaterial(Element *element) | oofem::Material | virtual |
initTempStatus(GaussPoint *gp) | oofem::Material | virtual |
isActivated(TimeStep *tStep) | oofem::Material | inlinevirtual |
isCharacteristicMtrxSymmetric(MatResponseMode rMode) | oofem::Material | inlinevirtual |
IsotropicDamageMaterial(int n, Domain *d) | oofem::IsotropicDamageMaterial | |
linearElasticMaterial | oofem::IsotropicDamageMaterial | protected |
llcriteria | oofem::IsotropicDamageMaterial | protected |
loaUnloCriterium enum name | oofem::IsotropicDamageMaterial | protected |
Material(int n, Domain *d) | oofem::Material | |
maxOmega | oofem::IsotropicDamageMaterial | protected |
modifyProperty(int aProperty, double value, GaussPoint *gp) | oofem::Material | virtual |
number | oofem::FEMComponent | protected |
packUnknowns(DataStream &buff, TimeStep *tStep, GaussPoint *ip) | oofem::Material | inlinevirtual |
permStrain | oofem::IsotropicDamageMaterial | protected |
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 |
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 |
sortPrincDirAndValCloseTo(FloatArray *pVal, FloatMatrix *pDir, FloatMatrix *toPDir) | oofem::StructuralMaterial | static |
StructuralMaterial(int n, Domain *d) | oofem::StructuralMaterial | |
svIndex | oofem::StructuralMaterial | static |
tempDillatCoeff | oofem::IsotropicDamageMaterial | 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 |
~FEMComponent() | oofem::FEMComponent | inlinevirtual |
~IsotropicDamageMaterial() | oofem::IsotropicDamageMaterial | virtual |
~Material() | oofem::Material | virtual |
~StructuralMaterial() | oofem::StructuralMaterial | inlinevirtual |