OOFEM  2.4
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oofem::Masonry02 Member List

This is the complete list of members for oofem::Masonry02, including all inherited members.

addNewPopulation(IntArray &mask)oofem::MPlasticMaterial2protected
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
associatedPT enum valueoofem::MPlasticMaterial2protected
c0oofem::Masonry02protected
castingTimeoofem::Materialprotected
checkConsistency()oofem::Materialvirtual
clearPopulationSet()oofem::MPlasticMaterial2protected
closestPointReturn(FloatArray &answer, IntArray &activeConditionMap, FloatArray &gamma, GaussPoint *gp, const FloatArray &totalStrain, FloatArray &plasticStrainR, FloatArray &strainSpaceHardeningVariables, TimeStep *tStep)oofem::MPlasticMaterial2protected
Cnoofem::Masonry02protected
Cnnoofem::Masonry02protected
computeAlgorithmicModuli(FloatMatrix &answer, GaussPoint *gp, const FloatMatrix &elasticModuliInverse, const FloatArray &gamma, const IntArray &activeConditionMap, const FloatArray &fullStressVector, const FloatArray &strainSpaceHardeningVariables)oofem::MPlasticMaterial2protected
computeDamage(GaussPoint *gp, const FloatArray &strainSpaceHardeningVariables, TimeStep *tStep)oofem::MPlasticMaterial2virtual
computeDeviatoricVolumetricSplit(FloatArray &dev, const FloatArray &s)oofem::StructuralMaterialstatic
computeDeviatoricVolumetricSum(FloatArray &s, const FloatArray &dev, double mean)oofem::StructuralMaterialstatic
computeF3HardeningGradient(double k)oofem::Masonry02protected
computeF3HardeningLaw(double k)oofem::Masonry02protected
computeFirstCoordinate(const FloatArray &s)oofem::StructuralMaterialstatic
computeFirstInvariant(const FloatArray &s)oofem::StructuralMaterialstatic
computeKGradientVector(FloatArray &answer, functType ftype, int isurf, GaussPoint *gp, FloatArray &fullStressVector, const FloatArray &strainSpaceHardeningVariables)oofem::Masonry02protectedvirtual
computePrincipalValDir(FloatArray &answer, FloatMatrix &dir, const FloatArray &s, stressStrainPrincMode mode)oofem::StructuralMaterialstatic
computePrincipalValues(FloatArray &answer, const FloatArray &s, stressStrainPrincMode mode)oofem::StructuralMaterialstatic
computeReducedElasticModuli(FloatMatrix &answer, GaussPoint *gp, TimeStep *tStep)oofem::Masonry02protectedvirtual
computeReducedHardeningVarsLamGradient(FloatMatrix &answer, GaussPoint *gp, int actSurf, const IntArray &activeConditionMap, const FloatArray &fullStressVector, const FloatArray &strainSpaceHardeningVars, const FloatArray &gamma)oofem::Masonry02protectedvirtual
computeReducedHardeningVarsSigmaGradient(FloatMatrix &answer, GaussPoint *gp, const IntArray &activeConditionMap, const FloatArray &fullStressVector, const FloatArray &strainSpaceHardeningVars, const FloatArray &gamma)oofem::Masonry02protectedvirtual
computeReducedSKGradientMatrix(FloatMatrix &gradientMatrix, int i, GaussPoint *gp, const FloatArray &fullStressVector, const FloatArray &strainSpaceHardeningVariables)oofem::Masonry02protectedvirtual
computeReducedSSGradientMatrix(FloatMatrix &gradientMatrix, int i, GaussPoint *gp, const FloatArray &fullStressVector, const FloatArray &strainSpaceHardeningVariables)oofem::Masonry02protectedvirtual
computeReducedStressGradientVector(FloatArray &answer, functType ftype, int isurf, GaussPoint *gp, const FloatArray &stressVector, const FloatArray &strainSpaceHardeningVariables)oofem::MPlasticMaterial2protected
computeResidualVector(FloatArray &answer, GaussPoint *gp, const FloatArray &gamma, const IntArray &activeConditionMap, const FloatArray &plasticStrainVectorR, const FloatArray &strainSpaceHardeningVariables, std::vector< FloatArray > &gradVec)oofem::MPlasticMaterial2protected
computeSecondCoordinate(const FloatArray &s)oofem::StructuralMaterialstatic
computeSecondStressInvariant(const FloatArray &s)oofem::StructuralMaterialstatic
computeStrainHardeningVarsIncrement(FloatArray &answer, GaussPoint *gp, const FloatArray &stress, const FloatArray &dlambda, const FloatArray &dplasticStrain, const IntArray &activeConditionMap)oofem::Masonry02protectedvirtual
computeStressGradientVector(FloatArray &answer, functType ftype, int isurf, GaussPoint *gp, const FloatArray &stressVector, const FloatArray &stressSpaceHardeningVars)oofem::Masonry02protectedvirtual
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
computeTrialStressIncrement(FloatArray &answer, GaussPoint *gp, const FloatArray &strainIncrement, TimeStep *tStep)oofem::MPlasticMaterial2protectedvirtual
computeVonMisesStress(const FloatArray *currentStress)oofem::StructuralMaterialstatic
computeYieldValueAt(GaussPoint *gp, int isurf, const FloatArray &stressVector, const FloatArray &stressSpaceHardeningVars)oofem::Masonry02protectedvirtual
convert_dSdE_2_dPdF(FloatMatrix &answer, const FloatMatrix &dSdE, const FloatArray &S, const FloatArray &F, MaterialMode matMode)oofem::StructuralMaterial
CreateStatus(GaussPoint *gp) const oofem::Masonry02virtual
Cssoofem::Masonry02protected
cuttingPlaneReturn(FloatArray &answer, IntArray &activeConditionMap, FloatArray &gamma, GaussPoint *gp, const FloatArray &totalStrain, FloatArray &plasticStrainR, FloatArray &strainSpaceHardeningVariables, TimeStep *tStep)oofem::MPlasticMaterial2protected
domainoofem::FEMComponentprotected
errorInfo(const char *func) const oofem::FEMComponent
estimatePackSize(DataStream &buff, GaussPoint *ip)oofem::Materialinlinevirtual
FEMComponent(int n, Domain *d)oofem::FEMComponentinline
ft0oofem::Masonry02protected
functType enum nameoofem::MPlasticMaterial2protected
getNewPopulation(IntArray &result, IntArray &candidateMask, int degree, int size)oofem::MPlasticMaterial2protected
getPopulationSignature(IntArray &mask)oofem::MPlasticMaterial2protected
gfIoofem::Masonry02protected
gfIIoofem::Masonry02protected
give(int aProperty, GaussPoint *gp)oofem::Materialvirtual
give1dStressStiffMtrx(FloatMatrix &answer, MatResponseMode, GaussPoint *gp, TimeStep *tStep)oofem::MPlasticMaterial2protectedvirtual
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, GaussPoint *gp, TimeStep *tStep)oofem::MPlasticMaterial2protectedvirtual
give2dInterfaceMaterialStiffnessMatrix(FloatMatrix &answer, MatResponseMode rMode, GaussPoint *gp, TimeStep *tStep)oofem::Masonry02protected
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, GaussPoint *gp, TimeStep *tStep)oofem::MPlasticMaterial2virtual
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
giveClassName() const oofem::Masonry02inlinevirtual
giveConsistentStiffnessMatrix(FloatMatrix &answer, MatResponseMode, GaussPoint *gp, TimeStep *tStep)oofem::MPlasticMaterial2protectedvirtual
giveDomain() const oofem::FEMComponentinline
giveElastoPlasticStiffnessMatrix(FloatMatrix &answer, MatResponseMode mode, GaussPoint *gp, TimeStep *tStep)oofem::MPlasticMaterial2protectedvirtual
giveEshelbyStressVector_PlaneStrain(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedF, TimeStep *tStep)oofem::StructuralMaterialvirtual
giveFiberStiffMtrx(FloatMatrix &answer, MatResponseMode, GaussPoint *gp, TimeStep *tStep)oofem::MPlasticMaterial2protectedvirtual
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
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)oofem::StructuralMaterialvirtual
giveInputRecordName() const oofem::Masonry02inlinevirtual
giveInterface(InterfaceType t)oofem::FEMComponentinlinevirtual
giveInvertedVoigtVectorMask(IntArray &answer, MaterialMode mmode)oofem::StructuralMaterialstatic
giveIPValue(FloatArray &answer, GaussPoint *gp, InternalStateType type, TimeStep *tStep)oofem::MPlasticMaterial2virtual
giveLinearElasticMaterial()oofem::MPlasticMaterial2inline
giveMaxNumberOfActiveYieldConds(GaussPoint *gp)oofem::Masonry02inlineprotectedvirtual
giveNumber() const oofem::FEMComponentinline
givePlaneStrainStiffMtrx(FloatMatrix &answer, MatResponseMode, GaussPoint *gp, TimeStep *tStep)oofem::MPlasticMaterial2protectedvirtual
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, GaussPoint *gp, TimeStep *tStep)oofem::MPlasticMaterial2protectedvirtual
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, GaussPoint *gp, TimeStep *tStep)oofem::MPlasticMaterial2protectedvirtual
giveRealStressVector(FloatArray &answer, GaussPoint *, const FloatArray &, TimeStep *)oofem::MPlasticMaterial2virtual
giveRealStressVector_1d(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedE, TimeStep *tStep)oofem::MPlasticMaterial2inlinevirtual
giveRealStressVector_2dBeamLayer(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedE, TimeStep *tStep)oofem::StructuralMaterialvirtual
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::MPlasticMaterial2inlinevirtual
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::MPlasticMaterial2inlinevirtual
giveRealStressVector_PlaneStress(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedE, TimeStep *tStep)oofem::MPlasticMaterial2inlinevirtual
giveRealStressVector_PlateLayer(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedE, TimeStep *tStep)oofem::StructuralMaterialvirtual
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
giveSizeOfFullHardeningVarsVector()oofem::Masonry02inlinevirtual
giveSizeOfReducedHardeningVarsVector(GaussPoint *) const oofem::Masonry02inlinevirtual
giveSizeOfVoigtSymVector(MaterialMode mmode)oofem::StructuralMaterialstatic
giveSizeOfVoigtVector(MaterialMode mmode)oofem::StructuralMaterialstatic
giveStatus(GaussPoint *gp) const oofem::Materialvirtual
giveStiffnessMatrix(FloatMatrix &answer, MatResponseMode mode, GaussPoint *gp, TimeStep *tStep)oofem::Masonry02virtual
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
giveThermalDilatationVector(FloatArray &answer, GaussPoint *gp, TimeStep *tStep)oofem::MPlasticMaterial2inlinevirtual
giveVI(int ind1, int ind2)oofem::StructuralMaterialinlinestatic
giveVoigtSymVectorMask(IntArray &answer, MaterialMode mmode)oofem::StructuralMaterialstatic
giveVoigtVectorMask(IntArray &answer, MaterialMode mmode)oofem::StructuralMaterialstatic
hasCastingTimeSupport()oofem::Materialvirtual
hasHardening()oofem::Masonry02inlineprotectedvirtual
hasMaterialModeCapability(MaterialMode mode)oofem::Masonry02virtual
hasNonLinearBehaviour()oofem::MPlasticMaterial2inlinevirtual
hasProperty(int aProperty, GaussPoint *gp)oofem::Materialvirtual
initializeFrom(InputRecord *ir)oofem::Masonry02virtual
initMaterial(Element *element)oofem::Materialvirtual
initTempStatus(GaussPoint *gp)oofem::Materialvirtual
isActivated(TimeStep *tStep)oofem::Materialinlinevirtual
isCharacteristicMtrxSymmetric(MatResponseMode rMode)oofem::Masonry02inlinevirtual
iterativeUpdateOfActiveCondsoofem::MPlasticMaterial2protected
kmoofem::Masonry02protected
knoofem::Masonry02protected
kpoofem::Masonry02protected
kroofem::Masonry02protected
ksoofem::Masonry02protected
linearElasticMaterialoofem::MPlasticMaterial2protected
loadFunction enum valueoofem::MPlasticMaterial2protected
Masonry02(int n, Domain *d)oofem::Masonry02
Material(int n, Domain *d)oofem::Material
modifyProperty(int aProperty, double value, GaussPoint *gp)oofem::Materialvirtual
MPlasticMaterial2(int n, Domain *d)oofem::MPlasticMaterial2
mpm_ClosestPoint enum valueoofem::MPlasticMaterial2protected
mpm_CuttingPlane enum valueoofem::MPlasticMaterial2protected
nonassociatedPT enum valueoofem::MPlasticMaterial2protected
nsurfoofem::MPlasticMaterial2protected
numberoofem::FEMComponentprotected
packUnknowns(DataStream &buff, TimeStep *tStep, GaussPoint *ip)oofem::Materialinlinevirtual
plastType enum nameoofem::MPlasticMaterial2protected
plTypeoofem::MPlasticMaterial2protected
populationSetoofem::MPlasticMaterial2protected
predictRelativeComputationalCost(GaussPoint *gp)oofem::Materialinlinevirtual
predictRelativeRedistributionCost(GaussPoint *gp)oofem::Materialinlinevirtual
printOutputAt(FILE *file, TimeStep *tStep)oofem::FEMComponentinlinevirtual
printYourself()oofem::Materialvirtual
propertyDictionaryoofem::Materialprotected
referenceTemperatureoofem::StructuralMaterialprotected
restoreContext(DataStream &stream, ContextMode mode, void *obj=NULL)oofem::FEMComponentvirtual
restoreIPContext(DataStream &stream, ContextMode mode, GaussPoint *gp)oofem::Materialvirtual
ReturnMappingAlgoType enum nameoofem::MPlasticMaterial2protected
rmTypeoofem::MPlasticMaterial2protected
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
sicoofem::Masonry02protected
smcoofem::Masonry02protected
sortPrincDirAndValCloseTo(FloatArray *pVal, FloatMatrix *pDir, FloatMatrix *toPDir)oofem::StructuralMaterialstatic
spcoofem::Masonry02protected
srcoofem::Masonry02protected
StructuralMaterial(int n, Domain *d)oofem::StructuralMaterial
svIndexoofem::StructuralMaterialstatic
tanfi0oofem::Masonry02protected
tanfiroofem::Masonry02protected
tanpsioofem::Masonry02protected
testPopulation(long pop)oofem::MPlasticMaterial2protected
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
updateLocalNumbering(EntityRenumberingFunctor &f)oofem::FEMComponentinlinevirtual
vIindexoofem::StructuralMaterialstatic
yieldFunction enum valueoofem::MPlasticMaterial2protected
~FEMComponent()oofem::FEMComponentinlinevirtual
~Masonry02()oofem::Masonry02virtual
~Material()oofem::Materialvirtual
~MPlasticMaterial2()oofem::MPlasticMaterial2virtual
~StructuralMaterial()oofem::StructuralMaterialinlinevirtual
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