OOFEM 3.0
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oofem::Eurocode2CreepMaterial Member List

This is the complete list of members for oofem::Eurocode2CreepMaterial, including all inherited members.

alpha_T_cementoofem::Eurocode2CreepMaterialprotected
alphaOneoofem::RheoChainMaterialprotected
alphaTwooofem::RheoChainMaterialprotected
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
begOfDryingoofem::Eurocode2CreepMaterialprotected
begOfTimeOfInterestoofem::RheoChainMaterialprotected
beta_fcmoofem::Eurocode2CreepMaterialprotected
beta_Hoofem::Eurocode2CreepMaterialprotected
castingTimeoofem::Materialprotected
charTimesoofem::RheoChainMaterialmutableprotected
checkConsistency() overrideoofem::Materialvirtual
computeCharCoefficients(double tPrime, GaussPoint *gp, TimeStep *tStep) const overrideoofem::Eurocode2CreepMaterialprotectedvirtual
computeCharTimes() overrideoofem::Eurocode2CreepMaterialprotectedvirtual
computeConcreteStrengthAtAge(double age) constoofem::Eurocode2CreepMaterialvirtual
computeCreepCoefficient(double t, double t_prime, GaussPoint *gp, TimeStep *tStep) constoofem::Eurocode2CreepMaterialvirtual
computeCreepFunction(double t, double t_prime, GaussPoint *gp, TimeStep *tStep) const overrideoofem::Eurocode2CreepMaterialvirtual
computeCreepParams(int, double)oofem::Eurocode2CreepMaterialprotected
computeDeviator(const FloatArrayF< 6 > &s)oofem::StructuralMaterialstatic
computeDeviatoricVolumetricSplit(const FloatArrayF< 6 > &s)oofem::StructuralMaterialstatic
computeDeviatoricVolumetricSum(const FloatArrayF< 6 > &dev, double mean)oofem::StructuralMaterialstatic
computeDiscreteRelaxationFunction(FloatArray &answer, const FloatArray &tSteps, double t0, double tr, GaussPoint *gp, TimeStep *tStep) constoofem::RheoChainMaterialprotected
computeElasticityStrengthParams(int)oofem::Eurocode2CreepMaterialprotected
computeEquivalentAge(GaussPoint *gp, TimeStep *tStep) constoofem::Eurocode2CreepMaterialprotectedvirtual
computeEquivalentMaturity(GaussPoint *gp, TimeStep *tStep) constoofem::Eurocode2CreepMaterialprotectedvirtual
computeFirstCoordinate(const FloatArrayF< 6 > &s)oofem::StructuralMaterialstatic
computeFirstInvariant(const FloatArrayF< 6 > &s)oofem::StructuralMaterialstatic
computeHiddenVars(GaussPoint *gp, TimeStep *tStep) constoofem::KelvinChainMaterial
computeIncrementOfAutogenousShrinkageVector(FloatArray &answer, GaussPoint *gp, double tNow, double tThen) constoofem::Eurocode2CreepMaterialprotected
computeIncrementOfDryingShrinkageVector(FloatArray &answer, GaussPoint *gp, double tNow, double tThen) constoofem::Eurocode2CreepMaterialprotected
computeMeanElasticModulusAtAge(double age) constoofem::Eurocode2CreepMaterialvirtual
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
computeRetardationTimeCorrection(int mu) constoofem::Eurocode2CreepMaterialprotected
computeSecondCoordinate(const FloatArrayF< 6 > &s)oofem::StructuralMaterialstatic
computeSecondStressInvariant(const FloatArrayF< 6 > &s)oofem::StructuralMaterialstatic
computeShrinkageParams(int, double)oofem::Eurocode2CreepMaterialprotected
computeStressIndependentStrainVector(GaussPoint *gp, TimeStep *tStep, ValueModeType mode) const overrideoofem::RheoChainMaterialvirtual
computeStressIndependentStrainVector_3d(GaussPoint *gp, TimeStep *tStep, ValueModeType mode) constoofem::StructuralMaterial
computeStressNorm(const FloatArrayF< 6 > &stress)oofem::StructuralMaterialstatic
computeThirdCoordinate(const FloatArrayF< 6 > &s)oofem::StructuralMaterialstatic
computeThirdStressInvariant(const FloatArrayF< 6 > &s)oofem::StructuralMaterialstatic
computeTrueStressIndependentStrainVector(FloatArray &answer, GaussPoint *gp, TimeStep *tStep, ValueModeType mode) constoofem::RheoChainMaterialprotected
computeVonMisesStress(const FloatArray &currentStress)oofem::StructuralMaterialstatic
computeVonMisesStress_3D(const FloatArrayF< 6 > &stress)oofem::StructuralMaterialstatic
computeVonMisesStress_PlaneStress(const FloatArrayF< 3 > &stress)oofem::StructuralMaterialstatic
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::Eurocode2CreepMaterialvirtual
discreteTimeScaleoofem::RheoChainMaterialprotected
domainoofem::FEMComponentprotected
EC2_AutogenousShrinkage enum valueoofem::Eurocode2CreepMaterialprotected
EC2_DryingShrinkage enum valueoofem::Eurocode2CreepMaterialprotected
EC2_NoShrinkage enum valueoofem::Eurocode2CreepMaterialprotected
EC2_TotalShrinkage enum valueoofem::Eurocode2CreepMaterialprotected
ec2ShrinkageType enum nameoofem::Eurocode2CreepMaterialprotected
Ecm28oofem::Eurocode2CreepMaterialprotected
endOfTimeOfInterestoofem::RheoChainMaterialprotected
EparValoofem::RheoChainMaterialmutableprotected
EparValTimeoofem::RheoChainMaterialmutableprotected
eps_ca_inftyoofem::Eurocode2CreepMaterialprotected
eps_cd_0oofem::Eurocode2CreepMaterialprotected
errorInfo(const char *func) constoofem::FEMComponent
EspringValoofem::Eurocode2CreepMaterialmutableprotected
estimatePackSize(DataStream &buff, GaussPoint *ip)oofem::Materialinlinevirtual
Eurocode2CreepMaterial(int n, Domain *d)oofem::Eurocode2CreepMaterialinline
evaluateSpectrumAt(double tau) constoofem::Eurocode2CreepMaterialprotected
fcm28oofem::Eurocode2CreepMaterialprotected
FEMComponent(int n, Domain *d)oofem::FEMComponentinline
generateLogTimeScale(double from, double to, int nsteps)oofem::RheoChainMaterialprotectedstatic
give(int aProperty, GaussPoint *gp) constoofem::Materialvirtual
give1dStressStiffMtrx(MatResponseMode mmode, GaussPoint *gp, TimeStep *tStep) const overrideoofem::RheoChainMaterialvirtual
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::RheoChainMaterialvirtual
give3dMaterialStiffnessMatrix_dCde(FloatMatrix &answer, MatResponseMode mode, GaussPoint *gp, TimeStep *tStep)oofem::StructuralMaterialvirtual
give3dMaterialStiffnessMatrix_dPdF(MatResponseMode mode, GaussPoint *gp, TimeStep *tStep) constoofem::StructuralMaterialvirtual
giveAlphaOne() constoofem::RheoChainMaterialinline
giveAlphaTwo() constoofem::RheoChainMaterialinline
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
giveCharTime(int) constoofem::RheoChainMaterialprotected
giveCharTimeExponent(int i) constoofem::RheoChainMaterialinlineprotectedvirtual
giveClassName() const overrideoofem::Eurocode2CreepMaterialinlinevirtual
giveDiscreteTimes() constoofem::RheoChainMaterialprotected
giveDomain() constoofem::FEMComponentinline
giveEigenStrainVector(FloatArray &answer, GaussPoint *gp, TimeStep *tStep, ValueModeType mode) const overrideoofem::KelvinChainMaterialvirtual
giveEModulus(GaussPoint *gp, TimeStep *tStep) const overrideoofem::Eurocode2CreepMaterialprotectedvirtual
giveEndOfTimeOfInterest()oofem::RheoChainMaterialprotected
giveEparModulus(int iChain) constoofem::RheoChainMaterialprotected
giveEquivalentTime(GaussPoint *gp, TimeStep *tStep) constoofem::RheoChainMaterialinlinevirtual
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::Eurocode2CreepMaterialinlinevirtual
giveInterface(InterfaceType t)oofem::FEMComponentinlinevirtual
giveInvertedVoigtVectorMask(IntArray &answer, MaterialMode mmode)oofem::StructuralMaterialstatic
giveIPValue(FloatArray &answer, GaussPoint *gp, InternalStateType type, TimeStep *tStep) overrideoofem::RheoChainMaterialvirtual
giveLinearElasticMaterial()oofem::RheoChainMaterialprotected
giveNumber() constoofem::FEMComponentinline
givePlaneStrainStiffMtrx(MatResponseMode mmode, GaussPoint *gp, TimeStep *tStep) const overrideoofem::RheoChainMaterialvirtual
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) const overrideoofem::RheoChainMaterialvirtual
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
givePoissonsRatio() constoofem::RheoChainMaterialinline
giveRealStressVector(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedStrain, TimeStep *tStep) const overrideoofem::Eurocode2CreepMaterialvirtual
giveRealStressVector_1d(const FloatArrayF< 1 > &strain, GaussPoint *gp, TimeStep *tStep) const overrideoofem::RheoChainMaterialinlinevirtual
giveRealStressVector_2dBeamLayer(const FloatArrayF< 2 > &strain, GaussPoint *gp, TimeStep *tStep) const overrideoofem::RheoChainMaterialinlinevirtual
giveRealStressVector_2dPlateSubSoil(const FloatArrayF< 3 > &reducedE, GaussPoint *gp, TimeStep *tStep) constoofem::StructuralMaterialvirtual
giveRealStressVector_3d(const FloatArrayF< 6 > &strain, GaussPoint *gp, TimeStep *tStep) const overrideoofem::RheoChainMaterialinlinevirtual
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) const overrideoofem::RheoChainMaterialinlinevirtual
giveRealStressVector_PlaneStress(const FloatArrayF< 3 > &strain, GaussPoint *gp, TimeStep *tStep) const overrideoofem::RheoChainMaterialinlinevirtual
giveRealStressVector_PlateLayer(const FloatArrayF< 5 > &strain, GaussPoint *gp, TimeStep *tStep) const overrideoofem::RheoChainMaterialinlinevirtual
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
giveShrinkageStrainVector(FloatArray &answer, GaussPoint *gp, TimeStep *tStep, ValueModeType mode) const overrideoofem::Eurocode2CreepMaterialvirtual
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) const overrideoofem::RheoChainMaterialvirtual
giveUnitComplianceMatrix(FloatMatrix &answer, GaussPoint *gp, TimeStep *tStep) constoofem::RheoChainMaterialprotected
giveUnitStiffnessMatrix(FloatMatrix &answer, GaussPoint *gp, TimeStep *tStep) constoofem::RheoChainMaterialprotected
giveVI(int ind1, int ind2)oofem::StructuralMaterialinlinestatic
giveVoigtSymVectorMask(IntArray &answer, MaterialMode mmode)oofem::StructuralMaterialstatic
giveVoigtVectorMask(IntArray &answer, MaterialMode mmode)oofem::StructuralMaterialstatic
h0oofem::Eurocode2CreepMaterialprotected
hasCastingTimeSupport() const overrideoofem::RheoChainMaterialinlinevirtual
hasIncrementalShrinkageFormulation() const overrideoofem::Eurocode2CreepMaterialinlineprotectedvirtual
hasMaterialModeCapability(MaterialMode mode) const overrideoofem::RheoChainMaterialvirtual
hasProperty(int aProperty, GaussPoint *gp) constoofem::Materialvirtual
initializeFinish()oofem::FEMComponentinlinevirtual
initializeFrom(InputRecord &ir) overrideoofem::Eurocode2CreepMaterialvirtual
oofem::FEMComponent::initializeFrom(InputRecord &ir, int priority)oofem::FEMComponentinlinevirtual
initMaterial(Element *element)oofem::Materialvirtual
initTempStatus(GaussPoint *gp) constoofem::Materialvirtual
isActivated(TimeStep *tStep) const overrideoofem::RheoChainMaterialinlinevirtual
isCharacteristicMtrxSymmetric(MatResponseMode rMode) constoofem::Materialinlinevirtual
KelvinChainMaterial(int n, Domain *d)oofem::KelvinChainMaterial
khoofem::Eurocode2CreepMaterialprotected
latticeoofem::RheoChainMaterialprotected
linearElasticMaterialoofem::RheoChainMaterialprotected
Material(int n, Domain *d)oofem::Material
modifyProperty(int aProperty, double value, GaussPoint *gp)oofem::Materialvirtual
nuoofem::RheoChainMaterialprotected
numberoofem::FEMComponentprotected
nUnitsoofem::RheoChainMaterialprotected
packUnknowns(DataStream &buff, TimeStep *tStep, GaussPoint *ip)oofem::Materialinlinevirtual
phi_RHoofem::Eurocode2CreepMaterialprotected
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
relMatAgeoofem::RheoChainMaterialprotected
restoreConsistency(GaussPoint *gp)oofem::Materialinlinevirtual
restoreContext(DataStream &stream, ContextMode mode) overrideoofem::Materialvirtual
restoreIPContext(DataStream &stream, ContextMode mode, GaussPoint *gp) overrideoofem::RheoChainMaterialvirtual
retardationSpectrumApproximationoofem::Eurocode2CreepMaterialprotected
RheoChainMaterial(int n, Domain *d)oofem::RheoChainMaterial
soofem::Eurocode2CreepMaterialprotected
saveContext(DataStream &stream, ContextMode mode) overrideoofem::Materialvirtual
saveIPContext(DataStream &stream, ContextMode mode, GaussPoint *gp) overrideoofem::RheoChainMaterialvirtual
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
shTypeoofem::Eurocode2CreepMaterialprotected
sortPrincDirAndValCloseTo(FloatArray &pVal, FloatMatrix &pDir, const FloatMatrix &toPDir)oofem::StructuralMaterialstatic
stiffnessFactoroofem::Eurocode2CreepMaterialprotected
StructuralMaterial(int n, Domain *d)oofem::StructuralMaterial
svIndexoofem::StructuralMaterialstatic
t0oofem::Eurocode2CreepMaterialprotected
talphaoofem::RheoChainMaterialprotected
tau1oofem::Eurocode2CreepMaterialprotected
temperatureDependentoofem::Eurocode2CreepMaterialprotected
timeFactoroofem::RheoChainMaterialprotected
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
updateEparModuli(double tPrime, GaussPoint *gp, TimeStep *tStep) constoofem::RheoChainMaterialprotectedvirtual
updateLocalNumbering(EntityRenumberingFunctor &f)oofem::FEMComponentinlinevirtual
vIindexoofem::StructuralMaterialstatic
~FEMComponent()=defaultoofem::FEMComponentvirtual
~Material()=defaultoofem::Materialvirtual
~RheoChainMaterial()oofem::RheoChainMaterialvirtual

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