OOFEM 3.0
Loading...
Searching...
No Matches
oofem::ConcreteDPM2 Member List

This is the complete list of members for oofem::ConcreteDPM2, including all inherited members.

AHardoofem::ConcreteDPM2protected
applyDeviatoricElasticCompliance(const FloatArrayF< 6 > &stress, double EModulus, double nu)oofem::StructuralMaterialstatic
applyDeviatoricElasticCompliance(const FloatArrayF< 6 > &stress, double GModulus)oofem::StructuralMaterialstatic
applyDeviatoricElasticStiffness(const FloatArrayF< 6 > &strain, double EModulus, double nu)oofem::StructuralMaterialstatic
applyDeviatoricElasticStiffness(const FloatArrayF< 6 > &strain, double GModulus)oofem::StructuralMaterialstatic
applyElasticCompliance(const FloatArrayF< 6 > &stress, double EModulus, double nu)oofem::StructuralMaterialstatic
applyElasticStiffness(const FloatArrayF< 6 > &strain, double EModulus, double nu)oofem::StructuralMaterialstatic
ASoftoofem::ConcreteDPM2protected
assignStateFlag(GaussPoint *gp) constoofem::ConcreteDPM2
BHardoofem::ConcreteDPM2protected
castingTimeoofem::Materialprotected
CHardoofem::ConcreteDPM2protected
checkConsistency() overrideoofem::Materialvirtual
checkForUnAndReloading(double &tempEquivStrain, double &minEquivStrain, const FloatMatrixF< 6, 6 > &D, GaussPoint *gp) constoofem::ConcreteDPM2
checkForVertexCase(double &answer, ConcreteDPM2_ReturnType &returnType, double sig, double tempKappa, GaussPoint *gp) constoofem::ConcreteDPM2
compute3dSecantStiffness(GaussPoint *gp, TimeStep *tStep) constoofem::ConcreteDPM2
compute3dTangentStiffness(GaussPoint *gp, TimeStep *tStep) constoofem::ConcreteDPM2
computeAlpha(FloatArrayF< 6 > &effectiveStressTension, FloatArrayF< 6 > &effectiveStressCompression, const FloatArrayF< 6 > &effectiveStress) constoofem::ConcreteDPM2
computeCoordinates(const FloatArrayF< 6 > &stress, double &sig, double &rho, double &theta) constoofem::ConcreteDPM2
computeDamage(const FloatArrayF< 6 > &strain, const FloatMatrixF< 6, 6 > &D, double timeFactor, GaussPoint *gp, TimeStep *tStep, double alpha, const FloatArrayF< 6 > &effectiveStress) constoofem::ConcreteDPM2
computeDamageParamCompression(double equivStrain, double kappaOne, double kappaTwo, double omegaOld, double rateFactor) constoofem::ConcreteDPM2virtual
computeDamageParamTension(double equivStrain, double kappaOne, double kappaTwo, double le, double omegaOld, double rateFactor) constoofem::ConcreteDPM2virtual
computeDCosThetaDStress(const FloatArrayF< 6 > &stress) constoofem::ConcreteDPM2
computeDDCosThetaDDStress(const FloatArrayF< 6 > &stress) constoofem::ConcreteDPM2
computeDDGDDInv(double sig, double rho, double tempKappa) constoofem::ConcreteDPM2
computeDDGDDStress(const FloatArrayF< 6 > &stress, const double tempKappa) constoofem::ConcreteDPM2
computeDDGDInvDKappa(double sig, double rho, double tempKappa) constoofem::ConcreteDPM2
computeDDGDStressDKappa(const FloatArrayF< 6 > &stress, double tempKappa) constoofem::ConcreteDPM2
computeDDKappaDDeltaLambdaDInv(double sig, double rho, double theta, double tempKappa) constoofem::ConcreteDPM2
computeDDKappaDDeltaLambdaDKappa(double sig, double rho, double theta, double tempKappa) constoofem::ConcreteDPM2
computeDDKappaDDeltaLambdaDStress(const FloatArrayF< 6 > &stress, double tempKappa) constoofem::ConcreteDPM2
computeDDRDDCosTheta(const double theta, const double ecc) constoofem::ConcreteDPM2
computeDDRhoDDStress(const FloatArrayF< 6 > &stress) constoofem::ConcreteDPM2
computeDDuctilityMeasureDInv(double sig, double rho, double theta, double tempKappa) constoofem::ConcreteDPM2
computeDeltaPlasticStrainNormCompression(double tempAlpha, double tempKappaD, double kappaD, GaussPoint *gp, const double rho) constoofem::ConcreteDPM2
computeDeltaPlasticStrainNormTension(double tempKappaD, double kappaD, GaussPoint *gp) constoofem::ConcreteDPM2
computeDeviator(const FloatArrayF< 6 > &s)oofem::StructuralMaterialstatic
computeDeviatoricVolumetricSplit(const FloatArrayF< 6 > &s)oofem::StructuralMaterialstatic
computeDeviatoricVolumetricSum(const FloatArrayF< 6 > &dev, double mean)oofem::StructuralMaterialstatic
computeDFDInv(double sig, double rho, double theta, double tempKappa) constoofem::ConcreteDPM2
computeDFDKappa(double sig, double rho, double theta, double tempKappa) constoofem::ConcreteDPM2
computeDFDStress(const FloatArrayF< 6 > &stress, const double tempKappa) constoofem::ConcreteDPM2
computeDGDInv(double sig, double rho, double tempKappa) constoofem::ConcreteDPM2
computeDGDStress(const FloatArrayF< 6 > &stress, const double tempKappa) constoofem::ConcreteDPM2
computeDKappaDDeltaLambda(double sig, double rho, double theta, double tempKappa) constoofem::ConcreteDPM2
computeDRDCosTheta(const double theta, const double ecc) constoofem::ConcreteDPM2
computeDRhoDStress(const FloatArrayF< 6 > &stress) constoofem::ConcreteDPM2
computeDSigDStress() constoofem::ConcreteDPM2
computeDuctilityMeasure(double sig, double rho, double theta) constoofem::ConcreteDPM2virtual
computeDuctilityMeasureDamage(GaussPoint *gp, const double sig, const double rho) constoofem::ConcreteDPM2
computeEquivalentStrain(double sig, double rho, double theta) constoofem::ConcreteDPM2virtual
computeFirstCoordinate(const FloatArrayF< 6 > &s)oofem::StructuralMaterialstatic
computeFirstInvariant(const FloatArrayF< 6 > &s)oofem::StructuralMaterialstatic
computeFullJacobian(const FloatArrayF< 6 > &stress, const double deltaLambda, GaussPoint *gp, TimeStep *atTime, const double tempKappa) constoofem::ConcreteDPM2
computeHardeningOne(double tempKappa) constoofem::ConcreteDPM2
computeHardeningOnePrime(double tempKappa) constoofem::ConcreteDPM2
computeHardeningTwo(double tempKappa) constoofem::ConcreteDPM2
computeHardeningTwoPrime(double tempKappa) constoofem::ConcreteDPM2
computeJacobian(double sig, double rho, double theta, double tempKappa, double deltaLambda, GaussPoint *gp) constoofem::ConcreteDPM2
computePrincipalValDir(FloatArray &answer, FloatMatrix &dir, const FloatArray &s, stressStrainPrincMode mode)oofem::StructuralMaterialstatic
computePrincipalValDir(const FloatMatrixF< 3, 3 > &s)oofem::StructuralMaterialstatic
computePrincipalValues(FloatArray &answer, const FloatArray &s, stressStrainPrincMode mode)oofem::StructuralMaterialstatic
computePrincipalValues(const FloatMatrixF< 3, 3 > &s)oofem::StructuralMaterialstatic
computePrincipalValues(double I1, double I2, double I3)oofem::StructuralMaterialstatic
computeRateFactor(double alpha, double timeFactor, GaussPoint *gp, TimeStep *deltaTime) constoofem::ConcreteDPM2
computeRatioPotential(double sig, double rho, double tempKappa) constoofem::ConcreteDPM2
computeSecondCoordinate(const FloatArrayF< 6 > &s)oofem::StructuralMaterialstatic
computeSecondStressInvariant(const FloatArrayF< 6 > &s)oofem::StructuralMaterialstatic
computeStressIndependentStrainVector(GaussPoint *gp, TimeStep *tStep, ValueModeType mode) constoofem::StructuralMaterialvirtual
computeStressIndependentStrainVector_3d(GaussPoint *gp, TimeStep *tStep, ValueModeType mode) constoofem::StructuralMaterial
computeStressNorm(const FloatArrayF< 6 > &stress)oofem::StructuralMaterialstatic
computeTempKappa(double kappaInitial, double sigTrial, double rhoTrial, double sig) constoofem::ConcreteDPM2
computeThirdCoordinate(const FloatArrayF< 6 > &s)oofem::StructuralMaterialstatic
computeThirdStressInvariant(const FloatArrayF< 6 > &s)oofem::StructuralMaterialstatic
computeVonMisesStress(const FloatArray &currentStress)oofem::StructuralMaterialstatic
computeVonMisesStress_3D(const FloatArrayF< 6 > &stress)oofem::StructuralMaterialstatic
computeVonMisesStress_PlaneStress(const FloatArrayF< 3 > &stress)oofem::StructuralMaterialstatic
computeYieldValue(double sig, double rho, double theta, double tempKappa) constoofem::ConcreteDPM2
ConcreteDPM2(int n, Domain *d)oofem::ConcreteDPM2
ConcreteDPM2_ReturnResult enum nameoofem::ConcreteDPM2
ConcreteDPM2_ReturnType enum nameoofem::ConcreteDPM2
convert_dSdE_2_dPdF_1D(const FloatMatrixF< 1, 1 > &dSdE, const FloatArrayF< 1 > &S, const FloatArrayF< 1 > &F)oofem::StructuralMaterialstatic
convert_dSdE_2_dPdF_3D(const FloatMatrixF< 6, 6 > &dSdE, const FloatArrayF< 6 > &S, const FloatArrayF< 9 > &F)oofem::StructuralMaterialstatic
convert_dSdE_2_dPdF_PlaneStrain(const FloatMatrixF< 4, 4 > &dSdE, const FloatArrayF< 4 > &S, const FloatArrayF< 5 > &F)oofem::StructuralMaterialstatic
convert_dSdE_2_dPdF_PlaneStress(const FloatMatrixF< 3, 3 > &dSdE, const FloatArrayF< 3 > &S, const FloatArrayF< 4 > &F)oofem::StructuralMaterialstatic
CreateStatus(GaussPoint *gp) const overrideoofem::ConcreteDPM2protectedvirtual
damageFlagoofem::ConcreteDPM2protected
deltaTimeoofem::ConcreteDPM2protected
DHardoofem::ConcreteDPM2protected
dilationConstoofem::ConcreteDPM2protected
domainoofem::FEMComponentprotected
e0oofem::ConcreteDPM2protected
eccoofem::ConcreteDPM2protected
efCompressionoofem::ConcreteDPM2protected
eMoofem::ConcreteDPM2protected
energyRateTypeoofem::ConcreteDPM2protected
errorInfo(const char *func) constoofem::FEMComponent
estimatePackSize(DataStream &buff, GaussPoint *ip)oofem::Materialinlinevirtual
fcoofem::ConcreteDPM2protected
FEMComponent(int n, Domain *d)oofem::FEMComponentinline
ftoofem::ConcreteDPM2protected
ftOneoofem::ConcreteDPM2protected
give(int aProperty, GaussPoint *gp) constoofem::Materialvirtual
give1dStressStiffMtrx(MatResponseMode mmode, GaussPoint *gp, TimeStep *tStep) constoofem::StructuralMaterialvirtual
give1dStressStiffMtrx_dCde(FloatMatrix &answer, MatResponseMode mmode, GaussPoint *gp, TimeStep *tStep)oofem::StructuralMaterialvirtual
give1dStressStiffnessMatrix_dPdF(MatResponseMode mmode, GaussPoint *gp, TimeStep *tStep) constoofem::StructuralMaterialvirtual
give2dBeamLayerStiffMtrx(MatResponseMode mmode, GaussPoint *gp, TimeStep *tStep) constoofem::StructuralMaterialvirtual
give2dPlateSubSoilStiffMtrx(MatResponseMode mmode, GaussPoint *gp, TimeStep *tStep) constoofem::StructuralMaterialvirtual
give2DStrainVectorTranformationMtrx(const FloatMatrixF< 2, 2 > &base, bool transpose=false)oofem::StructuralMaterialstatic
give3dBeamSubSoilStiffMtrx(MatResponseMode mmode, GaussPoint *gp, TimeStep *tStep) constoofem::StructuralMaterialvirtual
give3dMaterialStiffnessMatrix(MatResponseMode mode, GaussPoint *gp, TimeStep *tStep) const overrideoofem::ConcreteDPM2virtual
give3dMaterialStiffnessMatrix_dCde(FloatMatrix &answer, MatResponseMode mode, GaussPoint *gp, TimeStep *tStep)oofem::StructuralMaterialvirtual
give3dMaterialStiffnessMatrix_dPdF(MatResponseMode mode, GaussPoint *gp, TimeStep *tStep) constoofem::StructuralMaterialvirtual
giveCastingTime() constoofem::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
giveCharacteristicMatrix(FloatMatrix &answer, MatResponseMode type, GaussPoint *gp, TimeStep *tStep) const overrideoofem::StructuralMaterialvirtual
giveCharacteristicValue(MatResponseMode type, GaussPoint *gp, TimeStep *tStep) constoofem::Materialvirtual
giveCharacteristicVector(FloatArray &answer, FloatArray &flux, MatResponseMode type, GaussPoint *gp, TimeStep *tStep) const overrideoofem::StructuralMaterialvirtual
giveClassName() const overrideoofem::ConcreteDPM2inlinevirtual
giveDomain() constoofem::FEMComponentinline
giveEshelbyStressVector_PlaneStrain(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedF, TimeStep *tStep)oofem::StructuralMaterialvirtual
giveFiberStiffMtrx(MatResponseMode mmode, GaussPoint *gp, TimeStep *tStep) constoofem::StructuralMaterialvirtual
giveFirstPKStressVector_1d(const FloatArrayF< 1 > &vF, GaussPoint *gp, TimeStep *tStep) constoofem::StructuralMaterialvirtual
giveFirstPKStressVector_3d(const FloatArrayF< 9 > &vF, GaussPoint *gp, TimeStep *tStep) constoofem::StructuralMaterialvirtual
giveFirstPKStressVector_PlaneStrain(const FloatArrayF< 5 > &vF, GaussPoint *gp, TimeStep *tStep) constoofem::StructuralMaterialvirtual
giveFirstPKStressVector_PlaneStress(const FloatArrayF< 4 > &vF, GaussPoint *gp, TimeStep *tStep) constoofem::StructuralMaterialvirtual
giveFirstPKStressVector_StressControl(const FloatArray &reducedvF, const IntArray &FControl, GaussPoint *gp, TimeStep *tStep) constoofem::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) overrideoofem::StructuralMaterialvirtual
giveInputRecordName() const overrideoofem::ConcreteDPM2inlinevirtual
giveInterface(InterfaceType t)oofem::FEMComponentinlinevirtual
giveInvertedVoigtVectorMask(IntArray &answer, MaterialMode mmode)oofem::StructuralMaterialstatic
giveIPValue(FloatArray &answer, GaussPoint *gp, InternalStateType type, TimeStep *tStep) overrideoofem::ConcreteDPM2virtual
giveNumber() constoofem::FEMComponentinline
givePlaneStrainStiffMtrx(MatResponseMode mmode, GaussPoint *gp, TimeStep *tStep) constoofem::StructuralMaterialvirtual
givePlaneStrainStiffMtrx_dCde(FloatMatrix &answer, MatResponseMode mmode, GaussPoint *gp, TimeStep *tStep)oofem::StructuralMaterialvirtual
givePlaneStrainStiffnessMatrix_dPdF(MatResponseMode mmode, GaussPoint *gp, TimeStep *tStep) constoofem::StructuralMaterialvirtual
givePlaneStressStiffMtrx(MatResponseMode mmode, GaussPoint *gp, TimeStep *tStep) constoofem::StructuralMaterialvirtual
givePlaneStressStiffMtrx_dCde(FloatMatrix &answer, MatResponseMode mmode, GaussPoint *gp, TimeStep *tStep)oofem::StructuralMaterialvirtual
givePlaneStressStiffnessMatrix_dPdF(MatResponseMode mmode, GaussPoint *gp, TimeStep *tStep) constoofem::StructuralMaterialvirtual
givePlaneStressVectorTranformationMtrx(const FloatMatrixF< 2, 2 > &base, bool transpose=false)oofem::StructuralMaterialstatic
givePlateLayerStiffMtrx(MatResponseMode mmode, GaussPoint *gp, TimeStep *tStep) constoofem::StructuralMaterialvirtual
giveRealStressVector(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedStrain, TimeStep *tStep) constoofem::StructuralMaterialvirtual
giveRealStressVector_1d(const FloatArrayF< 1 > &reducedE, GaussPoint *gp, TimeStep *tStep) constoofem::StructuralMaterialvirtual
giveRealStressVector_2dBeamLayer(const FloatArrayF< 2 > &reducedE, GaussPoint *gp, TimeStep *tStep) constoofem::StructuralMaterialvirtual
giveRealStressVector_2dPlateSubSoil(const FloatArrayF< 3 > &reducedE, GaussPoint *gp, TimeStep *tStep) constoofem::StructuralMaterialvirtual
giveRealStressVector_3d(const FloatArrayF< 6 > &strain, GaussPoint *gp, TimeStep *tStep) const overrideoofem::ConcreteDPM2virtual
giveRealStressVector_3dBeamSubSoil(const FloatArrayF< 6 > &reducedE, GaussPoint *gp, TimeStep *tStep) constoofem::StructuralMaterialvirtual
giveRealStressVector_Fiber(const FloatArrayF< 3 > &reducedE, GaussPoint *gp, TimeStep *tStep) constoofem::StructuralMaterialvirtual
giveRealStressVector_PlaneStrain(const FloatArrayF< 4 > &strain, GaussPoint *gp, TimeStep *tStep) constoofem::StructuralMaterialvirtual
giveRealStressVector_PlaneStress(const FloatArrayF< 3 > &reducedE, GaussPoint *gp, TimeStep *tStep) constoofem::StructuralMaterialvirtual
giveRealStressVector_PlateLayer(const FloatArrayF< 5 > &reducedE, GaussPoint *gp, TimeStep *tStep) constoofem::StructuralMaterialvirtual
giveRealStressVector_ShellStressControl(const FloatArray &reducedE, const IntArray &strainControl, GaussPoint *gp, TimeStep *tStep) constoofem::StructuralMaterialvirtual
giveRealStressVector_StressControl(const FloatArray &reducedE, const IntArray &strainControl, GaussPoint *gp, TimeStep *tStep) constoofem::StructuralMaterialvirtual
giveRealStressVector_Warping(const FloatArrayF< 2 > &reducedE, GaussPoint *gp, TimeStep *tStep) constoofem::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) constoofem::Materialvirtual
giveStiffnessMatrix(FloatMatrix &answer, MatResponseMode mode, GaussPoint *gp, TimeStep *tStep) constoofem::StructuralMaterialvirtual
giveStiffnessMatrix_dPdF(FloatMatrix &answer, MatResponseMode mode, GaussPoint *gp, TimeStep *tStep)oofem::StructuralMaterialvirtual
giveStrainVectorTranformationMtrx(const FloatMatrixF< 3, 3 > &base, bool transpose=false)oofem::StructuralMaterialstatic
giveStressDependentPartOfStrainVector(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedStrainVector, TimeStep *tStep, ValueModeType mode) constoofem::StructuralMaterial
giveStressVectorTranformationMtrx(const FloatMatrixF< 3, 3 > &base, bool transpose=false)oofem::StructuralMaterialstatic
giveSymVI(int ind1, int ind2)oofem::StructuralMaterialinlinestatic
giveThermalDilatationVector(GaussPoint *gp, TimeStep *tStep) constoofem::StructuralMaterialvirtual
giveVI(int ind1, int ind2)oofem::StructuralMaterialinlinestatic
giveVoigtSymVectorMask(IntArray &answer, MaterialMode mmode)oofem::StructuralMaterialstatic
giveVoigtVectorMask(IntArray &answer, MaterialMode mmode)oofem::StructuralMaterialstatic
gMoofem::ConcreteDPM2protected
hardeningModulusoofem::ConcreteDPM2protected
hasCastingTimeSupport() constoofem::Materialvirtual
hasMaterialModeCapability(MaterialMode mode) const overrideoofem::ConcreteDPM2virtual
hasProperty(int aProperty, GaussPoint *gp) constoofem::Materialvirtual
helemoofem::ConcreteDPM2protected
initDamaged(double kappa, const FloatArrayF< 6 > &strain, GaussPoint *gp) constoofem::ConcreteDPM2
initializeFinish()oofem::FEMComponentinlinevirtual
initializeFrom(InputRecord &ir) overrideoofem::ConcreteDPM2virtual
oofem::FEMComponent::initializeFrom(InputRecord &ir, int priority)oofem::FEMComponentinlinevirtual
initMaterial(Element *element)oofem::Materialvirtual
initTempStatus(GaussPoint *gp) constoofem::Materialvirtual
isActivated(TimeStep *tStep) constoofem::Materialinlinevirtual
isCharacteristicMtrxSymmetric(MatResponseMode rMode) const overrideoofem::ConcreteDPM2inlinevirtual
kMoofem::ConcreteDPM2protected
linearElasticMaterialoofem::ConcreteDPM2protected
moofem::ConcreteDPM2protected
Material(int n, Domain *d)oofem::Material
modifyProperty(int aProperty, double value, GaussPoint *gp)oofem::Materialvirtual
mQoofem::ConcreteDPM2protected
newtonIteroofem::ConcreteDPM2protected
nuoofem::ConcreteDPM2protected
numberoofem::FEMComponentprotected
packUnknowns(DataStream &buff, TimeStep *tStep, GaussPoint *ip)oofem::Materialinlinevirtual
performPlasticityReturn(GaussPoint *gp, const FloatMatrixF< 6, 6 > &D, const FloatArrayF< 6 > &strain) constoofem::ConcreteDPM2
performRegularReturn(FloatArrayF< 6 > &stress, ConcreteDPM2_ReturnResult &returnResult, ConcreteDPM2_ReturnType &returnType, double kappaP, GaussPoint *gp, double theta) constoofem::ConcreteDPM2
performVertexReturn(FloatArrayF< 6 > &stress, ConcreteDPM2_ReturnResult &returnResult, ConcreteDPM2_ReturnType &returnType, double apexStress, double tempKappaP, GaussPoint *gp) constoofem::ConcreteDPM2
postInitialize()oofem::FEMComponentinlinevirtual
preCastingTimeMatoofem::Materialprotected
predictRelativeComputationalCost(GaussPoint *gp)oofem::Materialinlinevirtual
predictRelativeRedistributionCost(GaussPoint *gp)oofem::Materialinlinevirtual
printOutputAt(FILE *file, TimeStep *tStep)oofem::FEMComponentinlinevirtual
printYourself() overrideoofem::Materialvirtual
propertyDictionaryoofem::Materialprotected
referenceTemperatureoofem::StructuralMaterialprotected
restoreConsistency(GaussPoint *gp)oofem::Materialinlinevirtual
restoreContext(DataStream &stream, ContextMode mode) overrideoofem::ConcreteDPM2virtual
restoreIPContext(DataStream &stream, ContextMode mode, GaussPoint *gp)oofem::Materialvirtual
RR_Converged enum valueoofem::ConcreteDPM2
RR_NotConverged enum valueoofem::ConcreteDPM2
RR_Unknown enum valueoofem::ConcreteDPM2
RT_Auxiliary enum valueoofem::ConcreteDPM2
RT_Compression enum valueoofem::ConcreteDPM2
RT_Regular enum valueoofem::ConcreteDPM2
RT_Tension enum valueoofem::ConcreteDPM2
RT_Unknown enum valueoofem::ConcreteDPM2
saveContext(DataStream &stream, ContextMode mode) overrideoofem::ConcreteDPM2virtual
saveIPContext(DataStream &stream, ContextMode mode, GaussPoint *gp)oofem::Materialvirtual
SCAbsToloofem::StructuralMaterialprotected
SCMaxiteroofem::StructuralMaterialprotected
SCRelToloofem::StructuralMaterialprotected
SCStiffModeoofem::StructuralMaterialprotected
setDomain(Domain *d)oofem::FEMComponentinlinevirtual
setIPValue(const FloatArray &value, GaussPoint *gp, InternalStateType type) overrideoofem::StructuralMaterialvirtual
setNumber(int num)oofem::FEMComponentinline
softeningTypeoofem::ConcreteDPM2protected
sortPrincDirAndValCloseTo(FloatArray &pVal, FloatMatrix &pDir, const FloatMatrix &toPDir)oofem::StructuralMaterialstatic
strengthRateTypeoofem::ConcreteDPM2protected
StructuralMaterial(int n, Domain *d)oofem::StructuralMaterial
svIndexoofem::StructuralMaterialstatic
transformStrainVectorTo(const FloatMatrixF< 3, 3 > &base, const FloatArrayF< 6 > &strain, bool transpose=false)oofem::StructuralMaterialstatic
transformStressVectorTo(const FloatMatrixF< 3, 3 > &base, const FloatArrayF< 6 > &stress, bool transpose=false)oofem::StructuralMaterialstatic
unpackAndUpdateUnknowns(DataStream &buff, TimeStep *tStep, GaussPoint *ip)oofem::Materialinlinevirtual
updateLocalNumbering(EntityRenumberingFunctor &f)oofem::FEMComponentinlinevirtual
vIindexoofem::StructuralMaterialstatic
wfoofem::ConcreteDPM2protected
wfOneoofem::ConcreteDPM2protected
yieldHardInitialoofem::ConcreteDPM2protected
yieldHardPrimePeakoofem::ConcreteDPM2protected
yieldToloofem::ConcreteDPM2protected
yieldTolDamageoofem::ConcreteDPM2protected
~FEMComponent()=defaultoofem::FEMComponentvirtual
~Material()=defaultoofem::Materialvirtual
This page is part of the OOFEM-3.0 documentation. Copyright Copyright (C) 1994-2025 Borek Patzak Bořek Patzák
Project e-mail: oofem@fsv.cvut.cz
Generated at for OOFEM by doxygen 1.15.0 written by Dimitri van Heesch, © 1997-2011