OOFEM  2.4
OOFEM.org - Object Oriented Finite Element Solver
oofem::ConcreteDPM2Status Member List

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

addStateVariables(const MaterialStatus &iStatus)oofem::StructuralMaterialStatusvirtual
alphaoofem::ConcreteDPM2Statusprotected
checkConsistency()oofem::FEMComponentvirtual
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(int n, Domain *d, GaussPoint *gp)oofem::ConcreteDPM2Status
copyStateVariables(const MaterialStatus &iStatus)oofem::StructuralMaterialStatusvirtual
CVectoroofem::StructuralMaterialStatusprotected
damageCompressionoofem::ConcreteDPM2Statusprotected
damageTensionoofem::ConcreteDPM2Statusprotected
deltaEquivStrainoofem::ConcreteDPM2Statusprotected
deltaLambdaoofem::ConcreteDPM2Statusprotected
dFDKappaoofem::ConcreteDPM2Statusprotected
dissWorkoofem::ConcreteDPM2Statusprotected
domainoofem::FEMComponentprotected
equivStrainoofem::ConcreteDPM2Statusprotected
equivStrainCompressionoofem::ConcreteDPM2Statusprotected
equivStrainTensionoofem::ConcreteDPM2Statusprotected
errorInfo(const char *func) const oofem::FEMComponent
FEMComponent(int n, Domain *d)oofem::FEMComponentinline
FVectoroofem::StructuralMaterialStatusprotected
giveAlpha() const oofem::ConcreteDPM2Statusinline
giveClassName() const oofem::ConcreteDPM2Statusinlinevirtual
giveCVector() const oofem::StructuralMaterialStatusinline
giveDamageCompression() const oofem::ConcreteDPM2Statusinline
giveDamageTension() const oofem::ConcreteDPM2Statusinline
giveDeltaEquivStrain() const oofem::ConcreteDPM2Statusinline
giveDeviatoricPlasticStrainNorm()oofem::ConcreteDPM2Statusinline
giveDissWork()oofem::ConcreteDPM2Statusinline
giveDomain() const oofem::FEMComponentinline
giveEquivStrain() const oofem::ConcreteDPM2Statusinline
giveEquivStrainCompression() const oofem::ConcreteDPM2Statusinline
giveEquivStrainTension() const oofem::ConcreteDPM2Statusinline
giveFVector() const oofem::StructuralMaterialStatusinline
giveInputRecord(DynamicInputRecord &input)oofem::FEMComponentvirtual
giveInputRecordName() const oofem::IntegrationPointStatusinlinevirtual
giveInterface(InterfaceType t)oofem::FEMComponentinlinevirtual
giveKappaDCompression() const oofem::ConcreteDPM2Statusinline
giveKappaDCompressionOne() const oofem::ConcreteDPM2Statusinline
giveKappaDCompressionTwo() const oofem::ConcreteDPM2Statusinline
giveKappaDTension() const oofem::ConcreteDPM2Statusinline
giveKappaDTensionOne() const oofem::ConcreteDPM2Statusinline
giveKappaDTensionTwo() const oofem::ConcreteDPM2Statusinline
giveKappaP() const oofem::ConcreteDPM2Statusinline
giveLe()oofem::ConcreteDPM2Statusinline
giveMaterialProperty(int propID, double &value)oofem::MaterialStatusinlinevirtual
giveNumber() const oofem::FEMComponentinline
givePlasticStrain() const oofem::ConcreteDPM2Statusinline
givePVector() const oofem::StructuralMaterialStatusinline
giveRateFactor() const oofem::ConcreteDPM2Statusinline
giveRateStrain() const oofem::ConcreteDPM2Statusinline
giveStateFlag() const oofem::ConcreteDPM2Statusinline
giveStrainVector() const oofem::StructuralMaterialStatusinline
giveStressVector() const oofem::StructuralMaterialStatusinline
giveStressWork()oofem::ConcreteDPM2Statusinline
giveTempCVector() const oofem::StructuralMaterialStatusinline
giveTempDamageCompression() const oofem::ConcreteDPM2Statusinline
giveTempDamageTension() const oofem::ConcreteDPM2Statusinline
giveTempDissWork()oofem::ConcreteDPM2Statusinline
giveTempFVector() const oofem::StructuralMaterialStatusinline
giveTempKappaP() const oofem::ConcreteDPM2Statusinline
giveTempPlasticStrain() const oofem::ConcreteDPM2Statusinline
giveTempPVector() const oofem::StructuralMaterialStatusinline
giveTempRateFactor() const oofem::ConcreteDPM2Statusinline
giveTempStateFlag() const oofem::ConcreteDPM2Statusinline
giveTempStrainVector() const oofem::StructuralMaterialStatusinline
giveTempStressVector() const oofem::StructuralMaterialStatusinline
giveTempStressWork()oofem::ConcreteDPM2Statusinline
giveTempVolumetricPlasticStrain() const oofem::ConcreteDPM2Statusinline
giveVolumetricPlasticStrain() const oofem::ConcreteDPM2Statusinline
gpoofem::IntegrationPointStatusprotected
initializeFrom(InputRecord *ir)oofem::MaterialStatusinlinevirtual
initTempStatus()oofem::ConcreteDPM2Statusvirtual
IntegrationPointStatus(int n, Domain *d, 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
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 FloatArray &v)oofem::ConcreteDPM2Statusinline
letTempPVectorBe(const FloatArray &v)oofem::StructuralMaterialStatusinline
letTempRateFactorBe(double v)oofem::ConcreteDPM2Statusinline
letTempRateStrainBe(double v)oofem::ConcreteDPM2Statusinline
letTempStateFlagBe(const int v)oofem::ConcreteDPM2Statusinline
letTempStrainVectorBe(const FloatArray &v)oofem::StructuralMaterialStatusinline
letTempStressVectorBe(const FloatArray &v)oofem::StructuralMaterialStatusinline
MaterialStatus(int n, Domain *d, 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
numberoofem::FEMComponentprotected
plasticStrainoofem::ConcreteDPM2Statusprotected
printOutputAt(FILE *file, TimeStep *tStep)oofem::ConcreteDPM2Statusvirtual
printYourself()oofem::FEMComponentinlinevirtual
PVectoroofem::StructuralMaterialStatusprotected
rateFactoroofem::ConcreteDPM2Statusprotected
rateStrainoofem::ConcreteDPM2Statusprotected
restoreConsistency()oofem::MaterialStatusinlinevirtual
restoreContext(DataStream &, ContextMode mode, void *obj=NULL)oofem::ConcreteDPM2Statusvirtual
saveContext(DataStream &, ContextMode mode, void *obj=NULL)oofem::ConcreteDPM2Statusvirtual
setDomain(Domain *d)oofem::FEMComponentinlinevirtual
setLe(double ls)oofem::ConcreteDPM2Statusinline
setMaterialProperty(int propID, double value)oofem::MaterialStatusinlinevirtual
setNumber(int num)oofem::FEMComponentinline
setStatusVariable(int varID, double value)oofem::MaterialStatusinlinevirtual
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(int n, Domain *d, GaussPoint *g)oofem::StructuralMaterialStatus
temp_state_flagoofem::ConcreteDPM2Statusprotected
tempAlphaoofem::ConcreteDPM2Statusprotected
tempCVectoroofem::StructuralMaterialStatusprotected
tempDamageCompressionoofem::ConcreteDPM2Statusprotected
tempDamageTensionoofem::ConcreteDPM2Statusprotected
tempDissWorkoofem::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
tempStrainVectoroofem::StructuralMaterialStatusprotected
tempStressVectoroofem::StructuralMaterialStatusprotected
tempStressWorkoofem::ConcreteDPM2Statusprotected
updateLocalNumbering(EntityRenumberingFunctor &f)oofem::FEMComponentinlinevirtual
updateYourself(TimeStep *tStep)oofem::ConcreteDPM2Statusvirtual
~ConcreteDPM2Status()oofem::ConcreteDPM2Statusvirtual
~FEMComponent()oofem::FEMComponentinlinevirtual
~IntegrationPointStatus()oofem::IntegrationPointStatusinlinevirtual
~MaterialStatus()oofem::MaterialStatusinlinevirtual
~MaterialStatusMapperInterface()oofem::MaterialStatusMapperInterfacevirtual
~StructuralMaterialStatus()oofem::StructuralMaterialStatusvirtual
This page is part of the OOFEM documentation. Copyright (c) 2011 Borek Patzak
Project e-mail: info@oofem.org
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