OOFEM 3.0
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oofem::ConcreteDPM2Status Member List

This is the complete list of members for oofem::ConcreteDPM2Status, including all inherited members.

addStateVariables(const MaterialStatus &iStatus) overrideoofem::StructuralMaterialStatusvirtual
alphaoofem::ConcreteDPM2Statusprotected
computeWork(GaussPoint *gp, double ft)oofem::ConcreteDPM2Status
ConcreteDPM2_Damage enum valueoofem::ConcreteDPM2Status
ConcreteDPM2_Elastic enum valueoofem::ConcreteDPM2Status
ConcreteDPM2_Plastic enum valueoofem::ConcreteDPM2Status
ConcreteDPM2_PlasticDamage enum valueoofem::ConcreteDPM2Status
ConcreteDPM2_Unloading enum valueoofem::ConcreteDPM2Status
ConcreteDPM2_VertexCompression enum valueoofem::ConcreteDPM2Status
ConcreteDPM2_VertexCompressionDamage enum valueoofem::ConcreteDPM2Status
ConcreteDPM2_VertexTension enum valueoofem::ConcreteDPM2Status
ConcreteDPM2_VertexTensionDamage enum valueoofem::ConcreteDPM2Status
ConcreteDPM2Status(GaussPoint *gp)oofem::ConcreteDPM2Status
copyStateVariables(const MaterialStatus &iStatus) overrideoofem::StructuralMaterialStatusvirtual
CVectoroofem::StructuralMaterialStatusprotected
damageCompressionoofem::ConcreteDPM2Statusprotected
damageTensionoofem::ConcreteDPM2Statusprotected
deltaEquivStrainoofem::ConcreteDPM2Statusprotected
deltaLambdaoofem::ConcreteDPM2Statusprotected
dissWorkoofem::ConcreteDPM2Statusprotected
effectiveStressoofem::ConcreteDPM2Statusprotected
equivStrainoofem::ConcreteDPM2Statusprotected
equivStrainCompressionoofem::ConcreteDPM2Statusprotected
equivStrainTensionoofem::ConcreteDPM2Statusprotected
FVectoroofem::StructuralMaterialStatusprotected
giveAlpha() constoofem::ConcreteDPM2Statusinline
giveClassName() const overrideoofem::ConcreteDPM2Statusinlinevirtual
giveCVector() constoofem::StructuralMaterialStatusinline
giveDamageCompression() constoofem::ConcreteDPM2Statusinline
giveDamageTension() constoofem::ConcreteDPM2Statusinline
giveDeltaEquivStrain() constoofem::ConcreteDPM2Statusinline
giveDeltaLambda() constoofem::ConcreteDPM2Statusinline
giveDeviatoricPlasticStrainNorm() constoofem::ConcreteDPM2Statusinline
giveDissWork()oofem::ConcreteDPM2Statusinline
giveEquivStrain() constoofem::ConcreteDPM2Statusinline
giveEquivStrainCompression() constoofem::ConcreteDPM2Statusinline
giveEquivStrainTension() constoofem::ConcreteDPM2Statusinline
giveFVector() constoofem::StructuralMaterialStatusinline
giveInterface(InterfaceType t)oofem::IntegrationPointStatusinlinevirtual
giveKappaDCompression() constoofem::ConcreteDPM2Statusinline
giveKappaDCompressionOne() constoofem::ConcreteDPM2Statusinline
giveKappaDCompressionTwo() constoofem::ConcreteDPM2Statusinline
giveKappaDTension() constoofem::ConcreteDPM2Statusinline
giveKappaDTensionOne() constoofem::ConcreteDPM2Statusinline
giveKappaDTensionTwo() constoofem::ConcreteDPM2Statusinline
giveKappaP() constoofem::ConcreteDPM2Statusinline
giveLe() constoofem::ConcreteDPM2Statusinline
giveMaterialProperty(int propID, double &value)oofem::MaterialStatusinlinevirtual
givePlasticStrain() constoofem::ConcreteDPM2Statusinline
givePVector() constoofem::StructuralMaterialStatusinline
giveRateFactor() constoofem::ConcreteDPM2Statusinline
giveRateStrain() constoofem::ConcreteDPM2Statusinline
giveReducedStrain() constoofem::ConcreteDPM2Statusinline
giveStateFlag() constoofem::ConcreteDPM2Statusinline
giveStrainVector() constoofem::StructuralMaterialStatusinline
giveStressVector() constoofem::StructuralMaterialStatusinline
giveStressWork()oofem::ConcreteDPM2Statusinline
giveTempAlpha() constoofem::ConcreteDPM2Statusinline
giveTempCVector() constoofem::StructuralMaterialStatusinline
giveTempDamageCompression() constoofem::ConcreteDPM2Statusinline
giveTempDamageTension() constoofem::ConcreteDPM2Statusinline
giveTempDissWork()oofem::ConcreteDPM2Statusinline
giveTempEffectiveStress() constoofem::ConcreteDPM2Statusinline
giveTempFVector() constoofem::StructuralMaterialStatusinline
giveTempKappaP() constoofem::ConcreteDPM2Statusinline
giveTempPlasticStrain() constoofem::ConcreteDPM2Statusinline
giveTempPVector() constoofem::StructuralMaterialStatusinline
giveTempRateFactor() constoofem::ConcreteDPM2Statusinline
giveTempReducedStrain() constoofem::ConcreteDPM2Statusinline
giveTempStateFlag() constoofem::ConcreteDPM2Statusinline
giveTempStrainVector() constoofem::StructuralMaterialStatusinline
giveTempStressVector() constoofem::StructuralMaterialStatusinline
giveTempStressWork()oofem::ConcreteDPM2Statusinline
giveTempVolumetricPlasticStrain() constoofem::ConcreteDPM2Statusinline
giveVolumetricPlasticStrain() constoofem::ConcreteDPM2Statusinline
gpoofem::IntegrationPointStatusprotected
initTempStatus() overrideoofem::ConcreteDPM2Statusvirtual
IntegrationPointStatus(GaussPoint *g)oofem::IntegrationPointStatusinline
kappaDCompressionoofem::ConcreteDPM2Statusprotected
kappaDCompressionOneoofem::ConcreteDPM2Statusprotected
kappaDCompressionTwooofem::ConcreteDPM2Statusprotected
kappaDTensionoofem::ConcreteDPM2Statusprotected
kappaDTensionOneoofem::ConcreteDPM2Statusprotected
kappaDTensionTwooofem::ConcreteDPM2Statusprotected
kappaPoofem::ConcreteDPM2Statusprotected
kappaPPeakoofem::ConcreteDPM2Statusprotected
leoofem::ConcreteDPM2Statusprotected
letCVectorBe(const FloatArray &v)oofem::StructuralMaterialStatusinline
letDeltaLambdaBe(double v)oofem::ConcreteDPM2Statusinline
letFVectorBe(const FloatArray &v)oofem::StructuralMaterialStatusinline
letKappaPPeakBe(double kappa)oofem::ConcreteDPM2Statusinline
letPVectorBe(const FloatArray &v)oofem::StructuralMaterialStatusinline
letStrainVectorBe(const FloatArray &v)oofem::StructuralMaterialStatusinline
letStressVectorBe(const FloatArray &v)oofem::StructuralMaterialStatusinline
letTempAlphaBe(double v)oofem::ConcreteDPM2Statusinline
letTempCVectorBe(const FloatArray &v)oofem::StructuralMaterialStatusinline
letTempDamageCompressionBe(double v)oofem::ConcreteDPM2Statusinline
letTempDamageTensionBe(double v)oofem::ConcreteDPM2Statusinline
letTempEffectiveStressBe(const FloatArrayF< 6 > &v)oofem::ConcreteDPM2Statusinline
letTempEquivStrainBe(double v)oofem::ConcreteDPM2Statusinline
letTempEquivStrainCompressionBe(double v)oofem::ConcreteDPM2Statusinline
letTempEquivStrainTensionBe(double v)oofem::ConcreteDPM2Statusinline
letTempFVectorBe(const FloatArray &v)oofem::StructuralMaterialStatusinline
letTempKappaDCompressionBe(double v)oofem::ConcreteDPM2Statusinline
letTempKappaDCompressionOneBe(double v)oofem::ConcreteDPM2Statusinline
letTempKappaDCompressionTwoBe(double v)oofem::ConcreteDPM2Statusinline
letTempKappaDTensionBe(double v)oofem::ConcreteDPM2Statusinline
letTempKappaDTensionOneBe(double v)oofem::ConcreteDPM2Statusinline
letTempKappaDTensionTwoBe(double v)oofem::ConcreteDPM2Statusinline
letTempKappaPBe(double v)oofem::ConcreteDPM2Statusinline
letTempPlasticStrainBe(const FloatArrayF< 6 > &v)oofem::ConcreteDPM2Statusinline
letTempPVectorBe(const FloatArray &v)oofem::StructuralMaterialStatusinline
letTempRateFactorBe(double v)oofem::ConcreteDPM2Statusinline
letTempRateStrainBe(double v)oofem::ConcreteDPM2Statusinline
letTempReducedStrainBe(const FloatArrayF< 6 > &v)oofem::ConcreteDPM2Statusinline
letTempStateFlagBe(const int v)oofem::ConcreteDPM2Statusinline
letTempStrainVectorBe(const FloatArray &v)oofem::StructuralMaterialStatusinline
letTempStressVectorBe(const FloatArray &v)oofem::StructuralMaterialStatusinline
MaterialStatus(GaussPoint *g)oofem::MaterialStatusinline
MaterialStatusMapperInterface()oofem::MaterialStatusMapperInterface
mpMaterialMapperoofem::MaterialStatusMapperInterfaceprotected
MSMI_finish(const TimeStep &iTStep)oofem::MaterialStatusMapperInterfacevirtual
MSMI_map(const GaussPoint &iGP, const Domain &iOldDom, Set &sourceSet, const TimeStep &iTStep, MaterialStatus &oStatus)oofem::MaterialStatusMapperInterfacevirtual
MSMI_map_cz(const GaussPoint &iGP, const Domain &iOldDom, Set &sourceSet, const TimeStep &iTStep, MaterialStatus &oStatus)oofem::MaterialStatusMapperInterfacevirtual
MSMI_update(const GaussPoint &iGP, const TimeStep &iTStep)oofem::MaterialStatusMapperInterfacevirtual
plasticStrainoofem::ConcreteDPM2Statusprotected
printOutputAt(FILE *file, TimeStep *tStep) const overrideoofem::ConcreteDPM2Statusvirtual
PVectoroofem::StructuralMaterialStatusprotected
rateFactoroofem::ConcreteDPM2Statusprotected
rateStrainoofem::ConcreteDPM2Statusprotected
reducedStrainoofem::ConcreteDPM2Statusprotected
restoreContext(DataStream &stream, ContextMode mode) overrideoofem::ConcreteDPM2Statusvirtual
saveContext(DataStream &stream, ContextMode mode) overrideoofem::ConcreteDPM2Statusvirtual
setLe(double ls)oofem::ConcreteDPM2Statusinline
setMaterialProperty(int propID, double value)oofem::MaterialStatusinlinevirtual
setStatusVariable(int varID, double value)oofem::IntegrationPointStatusinlinevirtual
setTempDissWork(double w)oofem::ConcreteDPM2Statusinline
setTempStressWork(double w)oofem::ConcreteDPM2Statusinline
state_flagoofem::ConcreteDPM2Statusprotected
state_flag_values enum nameoofem::ConcreteDPM2Status
strainVectoroofem::StructuralMaterialStatusprotected
stressVectoroofem::StructuralMaterialStatusprotected
stressWorkoofem::ConcreteDPM2Statusprotected
StructuralMaterialStatus(GaussPoint *g)oofem::StructuralMaterialStatus
temp_state_flagoofem::ConcreteDPM2Statusprotected
tempAlphaoofem::ConcreteDPM2Statusprotected
tempCVectoroofem::StructuralMaterialStatusprotected
tempDamageCompressionoofem::ConcreteDPM2Statusprotected
tempDamageTensionoofem::ConcreteDPM2Statusprotected
tempDissWorkoofem::ConcreteDPM2Statusprotected
tempEffectiveStressoofem::ConcreteDPM2Statusprotected
tempEquivStrainoofem::ConcreteDPM2Statusprotected
tempEquivStrainCompressionoofem::ConcreteDPM2Statusprotected
tempEquivStrainTensionoofem::ConcreteDPM2Statusprotected
tempFVectoroofem::StructuralMaterialStatusprotected
tempKappaDCompressionoofem::ConcreteDPM2Statusprotected
tempKappaDCompressionOneoofem::ConcreteDPM2Statusprotected
tempKappaDCompressionTwooofem::ConcreteDPM2Statusprotected
tempKappaDTensionoofem::ConcreteDPM2Statusprotected
tempKappaDTensionOneoofem::ConcreteDPM2Statusprotected
tempKappaDTensionTwooofem::ConcreteDPM2Statusprotected
tempKappaPoofem::ConcreteDPM2Statusprotected
tempPlasticStrainoofem::ConcreteDPM2Statusprotected
tempPVectoroofem::StructuralMaterialStatusprotected
tempRateFactoroofem::ConcreteDPM2Statusprotected
tempRateStrainoofem::ConcreteDPM2Statusprotected
tempReducedStrainoofem::ConcreteDPM2Statusprotected
tempStrainVectoroofem::StructuralMaterialStatusprotected
tempStressVectoroofem::StructuralMaterialStatusprotected
tempStressWorkoofem::ConcreteDPM2Statusprotected
updateYourself(TimeStep *tStep) overrideoofem::ConcreteDPM2Statusvirtual
~IntegrationPointStatus()=defaultoofem::IntegrationPointStatusvirtual
~MaterialStatusMapperInterface()oofem::MaterialStatusMapperInterfaceinlinevirtual

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
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