OOFEM  2.4
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oofem::AnisotropicDamageMaterial Member List

This is the complete list of members for oofem::AnisotropicDamageMaterial, including all inherited members.

aAoofem::AnisotropicDamageMaterialprotected
AnisotropicDamageMaterial(int n, Domain *d)oofem::AnisotropicDamageMaterial
applyDeviatoricElasticCompliance(FloatArray &strain, const FloatArray &stress, double EModulus, double nu)oofem::StructuralMaterialstatic
applyDeviatoricElasticCompliance(FloatArray &strain, const FloatArray &stress, double GModulus)oofem::StructuralMaterialstatic
applyDeviatoricElasticStiffness(FloatArray &stress, const FloatArray &strain, double EModulus, double nu)oofem::StructuralMaterialstatic
applyDeviatoricElasticStiffness(FloatArray &stress, const FloatArray &strain, double GModulus)oofem::StructuralMaterialstatic
applyElasticCompliance(FloatArray &strain, const FloatArray &stress, double EModulus, double nu)oofem::StructuralMaterialstatic
applyElasticStiffness(FloatArray &stress, const FloatArray &strain, double EModulus, double nu)oofem::StructuralMaterialstatic
castingTimeoofem::Materialprotected
checkConsistency()oofem::Materialvirtual
checkPrincVal2D(double Dx, double Dy, double Dxy)oofem::AnisotropicDamageMaterial
checkSymmetry(FloatMatrix matrix)oofem::AnisotropicDamageMaterial
computeCorrectionFactor(FloatMatrix tempDamageTensor, FloatMatrix strainTensor, GaussPoint *gp)oofem::AnisotropicDamageMaterial
computeDamage(FloatMatrix &tempDamage, const FloatMatrix &damage, double kappa, double eps1, double eps2, double ceps, double seps, double epsZ)oofem::AnisotropicDamageMaterial
computeDamageTensor(FloatMatrix &answer, GaussPoint *gp, const FloatArray &totalStrain, double equivStrain, TimeStep *atTime)oofem::AnisotropicDamageMaterialvirtual
computeDeviatoricVolumetricSplit(FloatArray &dev, const FloatArray &s)oofem::StructuralMaterialstatic
computeDeviatoricVolumetricSum(FloatArray &s, const FloatArray &dev, double mean)oofem::StructuralMaterialstatic
computeDimensionlessOutOfPlaneStress(const FloatArray &inplaneStrain, double epsZ, const FloatMatrix &dam)oofem::AnisotropicDamageMaterial
computeEquivalentStrain(double &kappa, const FloatArray &strain, GaussPoint *gp, TimeStep *tStep)oofem::AnisotropicDamageMaterialvirtual
computeFirstCoordinate(const FloatArray &s)oofem::StructuralMaterialstatic
computeFirstInvariant(const FloatArray &s)oofem::StructuralMaterialstatic
computeInplaneStress(FloatArray &inplaneStress, const FloatArray &inplaneStrain, double epsZ, const FloatMatrix &dam)oofem::AnisotropicDamageMaterial
computeK(GaussPoint *gp)oofem::AnisotropicDamageMaterialprotected
computeKappa(FloatMatrix damageTensor)oofem::AnisotropicDamageMaterialprotected
computeOutOfPlaneStrain(const FloatArray &inplaneStrain, const FloatMatrix &dam, bool tens_flag)oofem::AnisotropicDamageMaterial
computePlaneStressSigmaZ(double &answer, FloatMatrix damageTensor, FloatArray reducedTotalStrainVector, double epsZ, GaussPoint *gp, TimeStep *atTime)oofem::AnisotropicDamageMaterialprotectedvirtual
computePlaneStressStrain(FloatMatrix &answer, FloatMatrix damageTensor, FloatArray totalStrain, GaussPoint *gp, TimeStep *atTime)oofem::AnisotropicDamageMaterialprotectedvirtual
computePrincipalValDir(FloatArray &answer, FloatMatrix &dir, const FloatArray &s, stressStrainPrincMode mode)oofem::StructuralMaterialstatic
computePrincipalValues(FloatArray &answer, const FloatArray &s, stressStrainPrincMode mode)oofem::StructuralMaterialstatic
computePrincValDir2D(double &D1, double &D2, double &c, double &s, double Dx, double Dy, double Dxy)oofem::AnisotropicDamageMaterial
computeSecantOperator(FloatMatrix &answer, FloatMatrix strainTensor, FloatMatrix damageTensor, GaussPoint *gp)oofem::AnisotropicDamageMaterialprotectedvirtual
computeSecondCoordinate(const FloatArray &s)oofem::StructuralMaterialstatic
computeSecondStressInvariant(const FloatArray &s)oofem::StructuralMaterialstatic
computeStressIndependentStrainVector(FloatArray &answer, GaussPoint *gp, TimeStep *tStep, ValueModeType mode)oofem::StructuralMaterialvirtual
computeStressIndependentStrainVector_3d(FloatArray &answer, GaussPoint *gp, TimeStep *tStep, ValueModeType mode)oofem::StructuralMaterialvirtual
computeStressNorm(const FloatArray &stress)oofem::StructuralMaterialstatic
computeThirdCoordinate(const FloatArray &s)oofem::StructuralMaterialstatic
computeThirdStressInvariant(const FloatArray &s)oofem::StructuralMaterialstatic
computeTraceD(double equivStrain)oofem::AnisotropicDamageMaterial
computeTraceD(FloatMatrix tempDamageTensor, FloatMatrix strainTensor, GaussPoint *gp)oofem::AnisotropicDamageMaterial
computeVonMisesStress(const FloatArray *currentStress)oofem::StructuralMaterialstatic
convert_dSdE_2_dPdF(FloatMatrix &answer, const FloatMatrix &dSdE, const FloatArray &S, const FloatArray &F, MaterialMode matMode)oofem::StructuralMaterial
correctBigValues(FloatMatrix &matrix)oofem::AnisotropicDamageMaterial
CreateStatus(GaussPoint *gp) const oofem::AnisotropicDamageMaterialinlinevirtual
damageLawTypeoofem::AnisotropicDamageMaterialprotected
DamLawType enum nameoofem::AnisotropicDamageMaterialprotected
DLT_Desmorat1 enum valueoofem::AnisotropicDamageMaterialprotected
DLT_Desmorat2 enum valueoofem::AnisotropicDamageMaterialprotected
DLT_Exponential enum valueoofem::AnisotropicDamageMaterialprotected
DLT_Linear enum valueoofem::AnisotropicDamageMaterialprotected
DLT_Unknown enum valueoofem::AnisotropicDamageMaterialprotected
domainoofem::FEMComponentprotected
Eoofem::AnisotropicDamageMaterialprotected
EquivStrainType enum nameoofem::AnisotropicDamageMaterialprotected
equivStrainTypeoofem::AnisotropicDamageMaterialprotected
errorInfo(const char *func) const oofem::FEMComponent
EST_ElasticEnergy enum valueoofem::AnisotropicDamageMaterialprotected
EST_ElasticEnergyPositiveStrain enum valueoofem::AnisotropicDamageMaterialprotected
EST_ElasticEnergyPositiveStress enum valueoofem::AnisotropicDamageMaterialprotected
EST_Griffith enum valueoofem::AnisotropicDamageMaterialprotected
EST_Mazars enum valueoofem::AnisotropicDamageMaterialprotected
EST_Mises enum valueoofem::AnisotropicDamageMaterialprotected
EST_Rankine_Smooth enum valueoofem::AnisotropicDamageMaterialprotected
EST_Rankine_Standard enum valueoofem::AnisotropicDamageMaterialprotected
EST_Unknown enum valueoofem::AnisotropicDamageMaterialprotected
estimatePackSize(DataStream &buff, GaussPoint *ip)oofem::Materialinlinevirtual
FEMComponent(int n, Domain *d)oofem::FEMComponentinline
give(int aProperty, GaussPoint *gp)oofem::Materialvirtual
give1dStressStiffMtrx(FloatMatrix &answer, MatResponseMode mmode, GaussPoint *gp, TimeStep *tStep)oofem::AnisotropicDamageMaterialprotectedvirtual
give1dStressStiffMtrx_dCde(FloatMatrix &answer, MatResponseMode mmode, GaussPoint *gp, TimeStep *tStep)oofem::StructuralMaterialvirtual
give1dStressStiffMtrx_dPdF(FloatMatrix &answer, MatResponseMode mmode, GaussPoint *gp, TimeStep *tStep)oofem::StructuralMaterialvirtual
give2dBeamLayerStiffMtrx(FloatMatrix &answer, MatResponseMode mmode, GaussPoint *gp, TimeStep *tStep)oofem::StructuralMaterialvirtual
give2dLatticeStiffMtrx(FloatMatrix &answer, MatResponseMode mmode, GaussPoint *gp, TimeStep *tStep)oofem::StructuralMaterialvirtual
give2dPlateSubSoilStiffMtrx(FloatMatrix &answer, MatResponseMode mmode, GaussPoint *gp, TimeStep *tStep)oofem::StructuralMaterialvirtual
give2DStrainVectorTranformationMtrx(FloatMatrix &answer, const FloatMatrix &base, bool transpose=false)oofem::StructuralMaterialstatic
give3dBeamSubSoilStiffMtrx(FloatMatrix &answer, MatResponseMode mmode, GaussPoint *gp, TimeStep *tStep)oofem::StructuralMaterialvirtual
give3dLatticeStiffMtrx(FloatMatrix &answer, MatResponseMode mmode, GaussPoint *gp, TimeStep *tStep)oofem::StructuralMaterialvirtual
give3dMaterialStiffnessMatrix(FloatMatrix &answer, MatResponseMode mode, GaussPoint *gp, TimeStep *tStep)oofem::AnisotropicDamageMaterialvirtual
give3dMaterialStiffnessMatrix_dCde(FloatMatrix &answer, MatResponseMode mode, GaussPoint *gp, TimeStep *tStep)oofem::StructuralMaterialvirtual
give3dMaterialStiffnessMatrix_dPdF(FloatMatrix &answer, MatResponseMode mode, GaussPoint *gp, TimeStep *tStep)oofem::StructuralMaterialvirtual
give_dPdF_from(const FloatMatrix &dSdE, FloatMatrix &answer, GaussPoint *gp)oofem::StructuralMaterial
giveCastingTime()oofem::Materialinline
giveCauchyStressVector_1d(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedF, TimeStep *tStep)oofem::StructuralMaterialinlinevirtual
giveCauchyStressVector_3d(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedF, TimeStep *tStep)oofem::StructuralMaterialinlinevirtual
giveCauchyStressVector_PlaneStrain(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedF, TimeStep *tStep)oofem::StructuralMaterialinlinevirtual
giveCauchyStressVector_PlaneStress(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedF, TimeStep *tStep)oofem::StructuralMaterialinlinevirtual
giveClassName() const oofem::AnisotropicDamageMaterialinlinevirtual
giveDomain() const oofem::FEMComponentinline
giveEshelbyStressVector_PlaneStrain(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedF, TimeStep *tStep)oofem::StructuralMaterialvirtual
giveFiberStiffMtrx(FloatMatrix &answer, MatResponseMode mmode, GaussPoint *gp, TimeStep *tStep)oofem::StructuralMaterialvirtual
giveFirstPKStressVector_1d(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedF, TimeStep *tStep)oofem::StructuralMaterialvirtual
giveFirstPKStressVector_3d(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedF, TimeStep *tStep)oofem::StructuralMaterialvirtual
giveFirstPKStressVector_PlaneStrain(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedF, TimeStep *tStep)oofem::StructuralMaterialvirtual
giveFirstPKStressVector_PlaneStress(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedF, TimeStep *tStep)oofem::StructuralMaterialvirtual
giveFullSymMatrixForm(FloatMatrix &answer, const FloatMatrix &red, MaterialMode matMode)oofem::StructuralMaterialstatic
giveFullSymVectorForm(FloatArray &answer, const FloatArray &vec, MaterialMode matMode)oofem::StructuralMaterialstatic
giveFullVectorForm(FloatArray &answer, const FloatArray &strainVector, MaterialMode matMode)oofem::StructuralMaterialstatic
giveFullVectorFormF(FloatArray &answer, const FloatArray &strainVector, MaterialMode matMode)oofem::StructuralMaterialstatic
giveInputRecord(DynamicInputRecord &input)oofem::AnisotropicDamageMaterialvirtual
giveInputRecordName() const oofem::AnisotropicDamageMaterialinlinevirtual
giveInterface(InterfaceType t)oofem::FEMComponentinlinevirtual
giveInvertedVoigtVectorMask(IntArray &answer, MaterialMode mmode)oofem::StructuralMaterialstatic
giveIPValue(FloatArray &answer, GaussPoint *gp, InternalStateType type, TimeStep *atTime)oofem::AnisotropicDamageMaterialvirtual
giveLinearElasticMaterial()oofem::AnisotropicDamageMaterialinline
giveNumber() const oofem::FEMComponentinline
givePlaneStrainStiffMtrx(FloatMatrix &answer, MatResponseMode mmode, GaussPoint *gp, TimeStep *tStep)oofem::AnisotropicDamageMaterialprotectedvirtual
givePlaneStrainStiffMtrx_dCde(FloatMatrix &answer, MatResponseMode mmode, GaussPoint *gp, TimeStep *tStep)oofem::StructuralMaterialvirtual
givePlaneStrainStiffMtrx_dPdF(FloatMatrix &answer, MatResponseMode mmode, GaussPoint *gp, TimeStep *tStep)oofem::StructuralMaterialvirtual
givePlaneStressStiffMtrx(FloatMatrix &answer, MatResponseMode mmode, GaussPoint *gp, TimeStep *tStep)oofem::AnisotropicDamageMaterialprotectedvirtual
givePlaneStressStiffMtrx_dCde(FloatMatrix &answer, MatResponseMode mmode, GaussPoint *gp, TimeStep *tStep)oofem::StructuralMaterialvirtual
givePlaneStressStiffMtrx_dPdF(FloatMatrix &answer, MatResponseMode mmode, GaussPoint *gp, TimeStep *tStep)oofem::StructuralMaterialvirtual
givePlaneStressVectorTranformationMtrx(FloatMatrix &answer, const FloatMatrix &base, bool transpose=false)oofem::StructuralMaterialstatic
givePlateLayerStiffMtrx(FloatMatrix &answer, MatResponseMode mmode, GaussPoint *gp, TimeStep *tStep)oofem::StructuralMaterialvirtual
giveRealStressVector(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedStrain, TimeStep *tStep)oofem::AnisotropicDamageMaterialvirtual
giveRealStressVector_1d(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedE, TimeStep *tStep)oofem::AnisotropicDamageMaterialinlinevirtual
giveRealStressVector_2dBeamLayer(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedE, TimeStep *tStep)oofem::StructuralMaterialvirtual
giveRealStressVector_2dPlateSubSoil(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedE, TimeStep *tStep)oofem::StructuralMaterialvirtual
giveRealStressVector_3d(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedE, TimeStep *tStep)oofem::AnisotropicDamageMaterialinlinevirtual
giveRealStressVector_3dBeamSubSoil(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedE, TimeStep *tStep)oofem::StructuralMaterialvirtual
giveRealStressVector_Fiber(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedE, TimeStep *tStep)oofem::StructuralMaterialvirtual
giveRealStressVector_Lattice2d(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedE, TimeStep *tStep)oofem::StructuralMaterialvirtual
giveRealStressVector_Lattice3d(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedE, TimeStep *tStep)oofem::StructuralMaterialvirtual
giveRealStressVector_PlaneStrain(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedE, TimeStep *tStep)oofem::AnisotropicDamageMaterialinlinevirtual
giveRealStressVector_PlaneStress(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedE, TimeStep *tStep)oofem::AnisotropicDamageMaterialvirtual
giveRealStressVector_PlateLayer(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedE, TimeStep *tStep)oofem::StructuralMaterialvirtual
giveRealStressVector_ShellStressControl(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedE, const IntArray &strainControl, TimeStep *tStep)oofem::StructuralMaterialvirtual
giveRealStressVector_StressControl(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedE, const IntArray &strainControl, TimeStep *tStep)oofem::AnisotropicDamageMaterialinlinevirtual
giveRealStressVector_Warping(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedE, TimeStep *tStep)oofem::StructuralMaterialvirtual
giveReducedMatrixForm(FloatMatrix &answer, const FloatMatrix &full, MaterialMode matMode)oofem::StructuralMaterialstatic
giveReducedSymMatrixForm(FloatMatrix &answer, const FloatMatrix &full, MaterialMode matMode)oofem::StructuralMaterialstatic
giveReducedSymVectorForm(FloatArray &answer, const FloatArray &vec, MaterialMode matMode)oofem::StructuralMaterialstatic
giveReducedVectorForm(FloatArray &answer, const FloatArray &vec, MaterialMode matMode)oofem::StructuralMaterialstatic
giveReferenceTemperature()oofem::StructuralMaterialinline
giveSizeOfVoigtSymVector(MaterialMode mmode)oofem::StructuralMaterialstatic
giveSizeOfVoigtVector(MaterialMode mmode)oofem::StructuralMaterialstatic
giveStatus(GaussPoint *gp) const oofem::Materialvirtual
giveStiffnessMatrix(FloatMatrix &answer, MatResponseMode mode, GaussPoint *gp, TimeStep *tStep)oofem::StructuralMaterialvirtual
giveStrainVectorTranformationMtrx(FloatMatrix &answer, const FloatMatrix &base, bool transpose=false)oofem::StructuralMaterialstatic
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::StructuralMaterialstatic
giveSymVI(int ind1, int ind2)oofem::StructuralMaterialinlinestatic
giveThermalDilatationVector(FloatArray &answer, GaussPoint *gp, TimeStep *tStep)oofem::StructuralMaterialvirtual
giveVI(int ind1, int ind2)oofem::StructuralMaterialinlinestatic
giveVoigtSymVectorMask(IntArray &answer, MaterialMode mmode)oofem::StructuralMaterialstatic
giveVoigtVectorMask(IntArray &answer, MaterialMode mmode)oofem::StructuralMaterialstatic
hasCastingTimeSupport()oofem::Materialvirtual
hasMaterialModeCapability(MaterialMode mode)oofem::AnisotropicDamageMaterialvirtual
hasNonLinearBehaviour()oofem::AnisotropicDamageMaterialinlinevirtual
hasProperty(int aProperty, GaussPoint *gp)oofem::Materialvirtual
initializeFrom(InputRecord *ir)oofem::AnisotropicDamageMaterialvirtual
initMaterial(Element *element)oofem::Materialvirtual
initTempStatus(GaussPoint *gp)oofem::Materialvirtual
isActivated(TimeStep *tStep)oofem::Materialinlinevirtual
isCharacteristicMtrxSymmetric(MatResponseMode rMode)oofem::Materialinlinevirtual
kappa0oofem::AnisotropicDamageMaterialprotected
kappafoofem::AnisotropicDamageMaterialprotected
linearElasticMaterialoofem::AnisotropicDamageMaterialprotected
Material(int n, Domain *d)oofem::Material
modifyProperty(int aProperty, double value, GaussPoint *gp)oofem::Materialvirtual
nuoofem::AnisotropicDamageMaterialprotected
numberoofem::FEMComponentprotected
obtainAlpha1(FloatMatrix tempDamageTensor, double deltaLambda, FloatMatrix positiveStrainTensor, double damageThreshold)oofem::AnisotropicDamageMaterial
obtainAlpha2(FloatMatrix tempDamageTensor, double deltaLambda, FloatMatrix positiveStrainTensor, FloatMatrix ProjMatrix, double damageThreshold)oofem::AnisotropicDamageMaterial
obtainAlpha3(FloatMatrix tempDamageTensor, double deltaLambda, FloatMatrix positiveStrainTensor, FloatArray vec3, double damageThreshold)oofem::AnisotropicDamageMaterial
packUnknowns(DataStream &buff, TimeStep *tStep, GaussPoint *ip)oofem::Materialinlinevirtual
predictRelativeComputationalCost(GaussPoint *gp)oofem::Materialinlinevirtual
predictRelativeRedistributionCost(GaussPoint *gp)oofem::Materialinlinevirtual
printOutputAt(FILE *file, TimeStep *tStep)oofem::FEMComponentinlinevirtual
printYourself()oofem::Materialvirtual
propertyDictionaryoofem::Materialprotected
referenceTemperatureoofem::StructuralMaterialprotected
restoreContext(DataStream &stream, ContextMode mode, void *obj=NULL)oofem::FEMComponentvirtual
restoreIPContext(DataStream &stream, ContextMode mode, GaussPoint *gp)oofem::Materialvirtual
saveContext(DataStream &stream, ContextMode mode, void *obj=NULL)oofem::FEMComponentvirtual
saveIPContext(DataStream &stream, ContextMode mode, GaussPoint *gp)oofem::Materialvirtual
setDomain(Domain *d)oofem::FEMComponentinlinevirtual
setIPValue(const FloatArray &value, GaussPoint *gp, InternalStateType type)oofem::StructuralMaterialvirtual
setNumber(int num)oofem::FEMComponentinline
sortPrincDirAndValCloseTo(FloatArray *pVal, FloatMatrix *pDir, FloatMatrix *toPDir)oofem::StructuralMaterialstatic
StructuralMaterial(int n, Domain *d)oofem::StructuralMaterial
svIndexoofem::StructuralMaterialstatic
transformStrainVectorTo(FloatArray &answer, const FloatMatrix &base, const FloatArray &strainVector, bool transpose=false)oofem::StructuralMaterialstatic
transformStressVectorTo(FloatArray &answer, const FloatMatrix &base, const FloatArray &stressVector, bool transpose=false)oofem::StructuralMaterialstatic
unpackAndUpdateUnknowns(DataStream &buff, TimeStep *tStep, GaussPoint *ip)oofem::Materialinlinevirtual
updateLocalNumbering(EntityRenumberingFunctor &f)oofem::FEMComponentinlinevirtual
vIindexoofem::StructuralMaterialstatic
~AnisotropicDamageMaterial()oofem::AnisotropicDamageMaterialvirtual
~FEMComponent()oofem::FEMComponentinlinevirtual
~Material()oofem::Materialvirtual
~StructuralMaterial()oofem::StructuralMaterialinlinevirtual
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