OOFEM  2.4
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oofem::ConcreteFCM Member List

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

_generateStatusVariables(GaussPoint *) const oofem::RandomMaterialExtensionInterfaceprotected
agoofem::ConcreteFCMprotected
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
betaoofem::ConcreteFCMprotected
beta_functionoofem::ConcreteFCMprotected
beta_woofem::ConcreteFCMprotected
castingTimeoofem::Materialprotected
checkConsistency()oofem::Materialvirtual
checkSnapBack(GaussPoint *gp, int crack)oofem::ConcreteFCMprotectedvirtual
checkStrengthCriterion(FloatMatrix &newBase, const FloatArray &globalStress, GaussPoint *gp, TimeStep *tStep, int nCrack)oofem::FCMMaterialprotectedvirtual
computeD2ModulusForCrack(GaussPoint *gp, int icrack)oofem::ConcreteFCMprotectedvirtual
computeDeviatoricVolumetricSplit(FloatArray &dev, const FloatArray &s)oofem::StructuralMaterialstatic
computeDeviatoricVolumetricSum(FloatArray &s, const FloatArray &dev, double mean)oofem::StructuralMaterialstatic
computeEffectiveShearModulus(GaussPoint *gp, int i)oofem::ConcreteFCMprotectedvirtual
computeFirstCoordinate(const FloatArray &s)oofem::StructuralMaterialstatic
computeFirstInvariant(const FloatArray &s)oofem::StructuralMaterialstatic
computeMaxNormalCrackOpening(GaussPoint *gp, int i)oofem::FCMMaterialvirtual
computeNormalCrackOpening(GaussPoint *gp, int i)oofem::FCMMaterialvirtual
computeOverallElasticShearModulus(void)oofem::FCMMaterialinlineprotectedvirtual
computeOverallElasticStiffness(void)oofem::FCMMaterialinlineprotectedvirtual
computePrincipalValDir(FloatArray &answer, FloatMatrix &dir, const FloatArray &s, stressStrainPrincMode mode)oofem::StructuralMaterialstatic
computePrincipalValues(FloatArray &answer, const FloatArray &s, stressStrainPrincMode mode)oofem::StructuralMaterialstatic
computeSecondCoordinate(const FloatArray &s)oofem::StructuralMaterialstatic
computeSecondStressInvariant(const FloatArray &s)oofem::StructuralMaterialstatic
computeShearSlipOnCrack(GaussPoint *gp, int i)oofem::FCMMaterialvirtual
computeShearStiffnessRedistributionFactor(GaussPoint *gp, int ithCrackPlane, int jthCrackDirection)oofem::FCMMaterialprotectedvirtual
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
computeTotalD2Modulus(GaussPoint *gp, int i)oofem::FCMMaterialprotectedvirtual
computeVonMisesStress(const FloatArray *currentStress)oofem::StructuralMaterialstatic
ConcreteFCM(int n, Domain *d)oofem::ConcreteFCM
convert_dSdE_2_dPdF(FloatMatrix &answer, const FloatMatrix &dSdE, const FloatArray &S, const FloatArray &F, MaterialMode matMode)oofem::StructuralMaterial
crackSpacingoofem::FCMMaterialprotected
CreateStatus(GaussPoint *gp) const oofem::ConcreteFCMinlinevirtual
domainoofem::FEMComponentprotected
ecsMethodoofem::FCMMaterialprotected
eps_foofem::ConcreteFCMprotected
errorInfo(const char *func) const oofem::FEMComponent
estimatePackSize(DataStream &buff, GaussPoint *ip)oofem::Materialinlinevirtual
fcoofem::ConcreteFCMprotected
FCMMaterial(int n, Domain *d)oofem::FCMMaterial
FEMComponent(int n, Domain *d)oofem::FEMComponentinline
Ftoofem::ConcreteFCMprotected
Gfoofem::ConcreteFCMprotected
give(int aProperty, GaussPoint *gp)oofem::ConcreteFCMvirtual
oofem::RandomMaterialExtensionInterface::give(int key, GaussPoint *gp, double &value)oofem::RandomMaterialExtensionInterface
give1dStressStiffMtrx(FloatMatrix &answer, MatResponseMode mmode, GaussPoint *gp, TimeStep *tStep)oofem::StructuralMaterialvirtual
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::FCMMaterialvirtual
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
giveCharacteristicElementLength(GaussPoint *gp, const FloatArray &crackPlaneNormal)oofem::FCMMaterialprotectedvirtual
giveClassName() const oofem::ConcreteFCMinlinevirtual
giveCrackingModulus(MatResponseMode rMode, GaussPoint *gp, int i)oofem::ConcreteFCMprotectedvirtual
giveCrackSpacing(void)oofem::FCMMaterialprotectedvirtual
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
giveFractureEnergy(GaussPoint *gp)oofem::ConcreteFCMinlineprotectedvirtual
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
oofem::giveInputRecord(DynamicInputRecord &input)oofem::StructuralMaterialvirtual
oofem::RandomMaterialExtensionInterface::giveInputRecord(DynamicInputRecord &ir)oofem::RandomMaterialExtensionInterface
giveInputRecordName() const oofem::ConcreteFCMinlinevirtual
giveInterface(InterfaceType t)oofem::FEMComponentinlinevirtual
giveInvertedVoigtVectorMask(IntArray &answer, MaterialMode mmode)oofem::StructuralMaterialstatic
giveIPValue(FloatArray &answer, GaussPoint *gp, InternalStateType type, TimeStep *tStep)oofem::ConcreteFCMvirtual
giveLinearElasticMaterial()oofem::FCMMaterialinline
giveLocalCrackedStiffnessMatrix(FloatMatrix &answer, MatResponseMode rMode, GaussPoint *gp, TimeStep *tStep)oofem::FCMMaterialprotectedvirtual
giveMaterialStiffnessMatrix(FloatMatrix &answer, MatResponseMode, GaussPoint *gp, TimeStep *tStep)oofem::FCMMaterialprotectedvirtual
giveNormalCrackingStress(GaussPoint *gp, double eps_cr, int i)oofem::ConcreteFCMprotectedvirtual
giveNumber() const oofem::FEMComponentinline
giveNumberOfCracksForShearDirection(GaussPoint *gp, int i)oofem::FCMMaterialprotectedvirtual
giveNumberOfCracksInDirection(GaussPoint *gp, int iCrack)oofem::FCMMaterialprotectedvirtual
givePlaneStrainStiffMtrx(FloatMatrix &answer, MatResponseMode mmode, GaussPoint *gp, TimeStep *tStep)oofem::FCMMaterialvirtual
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::FCMMaterialvirtual
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::FCMMaterialvirtual
giveRealStressVector_1d(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedE, TimeStep *tStep)oofem::FCMMaterialinlinevirtual
giveRealStressVector_2dBeamLayer(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedE, TimeStep *tStep)oofem::FCMMaterialinlinevirtual
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::FCMMaterialinlinevirtual
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::FCMMaterialinlinevirtual
giveRealStressVector_PlaneStress(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedE, TimeStep *tStep)oofem::FCMMaterialinlinevirtual
giveRealStressVector_PlateLayer(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedE, TimeStep *tStep)oofem::FCMMaterialinlinevirtual
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::StructuralMaterialvirtual
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::ConcreteFCMvirtual
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
giveTensileStrength(GaussPoint *gp)oofem::ConcreteFCMinlineprotectedvirtual
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
Hoofem::ConcreteFCMprotected
hasCastingTimeSupport()oofem::Materialvirtual
hasMaterialModeCapability(MaterialMode mode)oofem::FCMMaterialvirtual
hasNonLinearBehaviour()oofem::ConcreteFCMinlinevirtual
hasProperty(int aProperty, GaussPoint *gp)oofem::Materialvirtual
initializeCrack(GaussPoint *gp, FloatMatrix &base, int nCrack)oofem::FCMMaterialvirtual
initializeFrom(InputRecord *ir)oofem::ConcreteFCMvirtual
initMaterial(Element *element)oofem::Materialvirtual
initTempStatus(GaussPoint *gp)oofem::Materialvirtual
Interface()oofem::Interfaceinline
isActivated(TimeStep *tStep)oofem::Materialinlinevirtual
isCharacteristicMtrxSymmetric(MatResponseMode rMode)oofem::Materialinlinevirtual
isIntact(GaussPoint *gp, int icrack)oofem::FCMMaterialprotectedvirtual
isIntactForShear(GaussPoint *gp, int i)oofem::FCMMaterialprotectedvirtual
isStrengthExceeded(const FloatMatrix &base, GaussPoint *gp, TimeStep *tStep, int iCrack, double trialStress)oofem::FCMMaterialprotectedvirtual
lengthScaleoofem::ConcreteFCMprotected
linearElasticMaterialoofem::FCMMaterialprotected
Material(int n, Domain *d)oofem::Material
maxShearStress(GaussPoint *gp, int i)oofem::ConcreteFCMprotectedvirtual
modifyProperty(int aProperty, double value, GaussPoint *gp)oofem::Materialvirtual
multipleCrackShearoofem::FCMMaterialprotected
nAllowedCracksoofem::FCMMaterialprotected
numberoofem::FEMComponentprotected
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
RandomMaterialExtensionInterface()oofem::RandomMaterialExtensionInterfaceinline
randomVariableGeneratorsoofem::RandomMaterialExtensionInterfaceprotected
randVariablesoofem::RandomMaterialExtensionInterfaceprotected
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
sfoofem::ConcreteFCMprotected
ShearRetentionType enum nameoofem::ConcreteFCMprotected
ShearStrengthType enum nameoofem::ConcreteFCMprotected
shearStrengthTypeoofem::ConcreteFCMprotected
shearTypeoofem::ConcreteFCMprotected
SHR_Const_ShearFactorCoeff enum valueoofem::ConcreteFCMprotected
SHR_Const_ShearRetFactor enum valueoofem::ConcreteFCMprotected
SHR_NONE enum valueoofem::ConcreteFCMprotected
SHR_Unknown enum valueoofem::ConcreteFCMprotected
SHR_UserDefined_ShearRetFactor enum valueoofem::ConcreteFCMprotected
SHS_Collins_Interlock enum valueoofem::ConcreteFCMprotected
SHS_Const_Ft enum valueoofem::ConcreteFCMprotected
SHS_NONE enum valueoofem::ConcreteFCMprotected
SHS_Unknown enum valueoofem::ConcreteFCMprotected
soft_epsoofem::ConcreteFCMprotected
soft_function_epsoofem::ConcreteFCMprotected
soft_function_woofem::ConcreteFCMprotected
soft_woofem::ConcreteFCMprotected
SofteningType enum nameoofem::ConcreteFCMprotected
softTypeoofem::ConcreteFCMprotected
sortPrincDirAndValCloseTo(FloatArray *pVal, FloatMatrix *pDir, FloatMatrix *toPDir)oofem::StructuralMaterialstatic
ST_Exponential enum valueoofem::ConcreteFCMprotected
ST_Hordijk enum valueoofem::ConcreteFCMprotected
ST_Linear enum valueoofem::ConcreteFCMprotected
ST_LinearHardeningStrain enum valueoofem::ConcreteFCMprotected
ST_NONE enum valueoofem::ConcreteFCMprotected
ST_Unknown enum valueoofem::ConcreteFCMprotected
ST_UserDefinedCrack enum valueoofem::ConcreteFCMprotected
ST_UserDefinedStrain enum valueoofem::ConcreteFCMprotected
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
updateCrackStatus(GaussPoint *gp)oofem::FCMMaterialprotectedvirtual
updateLocalNumbering(EntityRenumberingFunctor &f)oofem::FEMComponentinlinevirtual
vIindexoofem::StructuralMaterialstatic
~ConcreteFCM()oofem::ConcreteFCMinlinevirtual
~FCMMaterial()oofem::FCMMaterialvirtual
~FEMComponent()oofem::FEMComponentinlinevirtual
~Interface()oofem::Interfaceinlinevirtual
~Material()oofem::Materialvirtual
~RandomMaterialExtensionInterface()oofem::RandomMaterialExtensionInterfaceinlinevirtual
~StructuralMaterial()oofem::StructuralMaterialinlinevirtual
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