OOFEM 3.0
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oofem::DeformationTheoryMaterial Member List

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

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
castingTimeoofem::Materialprotected
checkConsistency() overrideoofem::Materialvirtual
computeDeviator(const FloatArrayF< 6 > &s)oofem::StructuralMaterialstatic
computeDeviatoricVolumetricSplit(const FloatArrayF< 6 > &s)oofem::StructuralMaterialstatic
computeDeviatoricVolumetricSum(const FloatArrayF< 6 > &dev, double mean)oofem::StructuralMaterialstatic
computeFirstCoordinate(const FloatArrayF< 6 > &s)oofem::StructuralMaterialstatic
computeFirstInvariant(const FloatArrayF< 6 > &s)oofem::StructuralMaterialstatic
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
computeSecondCoordinate(const FloatArrayF< 6 > &s)oofem::StructuralMaterialstatic
computeSecondStressInvariant(const FloatArrayF< 6 > &s)oofem::StructuralMaterialstatic
computeStressIndependentStrainVector(GaussPoint *gp, TimeStep *tStep, ValueModeType mode) constoofem::StructuralMaterialvirtual
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
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) constoofem::Materialinlinevirtual
DeformationTheoryMaterial(int n, Domain *d)oofem::DeformationTheoryMaterialinline
domainoofem::FEMComponentprotected
errorInfo(const char *func) constoofem::FEMComponent
estimatePackSize(DataStream &buff, GaussPoint *ip)oofem::Materialinlinevirtual
FEMComponent(int n, Domain *d)oofem::FEMComponentinline
give(int aProperty, GaussPoint *gp) constoofem::Materialvirtual
give1dStressStiffMtrx(MatResponseMode mmode, GaussPoint *gp, TimeStep *tStep) constoofem::StructuralMaterialvirtual
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) constoofem::StructuralMaterialinlinevirtual
give3dMaterialStiffnessMatrix_dCde(FloatMatrix &answer, MatResponseMode mode, GaussPoint *gp, TimeStep *tStep)oofem::StructuralMaterialvirtual
give3dMaterialStiffnessMatrix_dPdF(MatResponseMode mode, GaussPoint *gp, TimeStep *tStep) constoofem::StructuralMaterialvirtual
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
giveClassName() const overrideoofem::DeformationTheoryMaterialinlinevirtual
giveDomain() constoofem::FEMComponentinline
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 =0oofem::FEMComponentpure virtual
giveInterface(InterfaceType t)oofem::FEMComponentinlinevirtual
giveInvertedVoigtVectorMask(IntArray &answer, MaterialMode mmode)oofem::StructuralMaterialstatic
giveIPValue(FloatArray &answer, GaussPoint *gp, InternalStateType type, TimeStep *tStep) overrideoofem::StructuralMaterialvirtual
giveNumber() constoofem::FEMComponentinline
givePlaneStrainStiffMtrx(MatResponseMode mmode, GaussPoint *gp, TimeStep *tStep) constoofem::StructuralMaterialvirtual
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) constoofem::StructuralMaterialvirtual
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
giveRealStressVector(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedStrain, TimeStep *tStep) constoofem::StructuralMaterialvirtual
giveRealStressVector_1d(const FloatArrayF< 1 > &reducedE, GaussPoint *gp, TimeStep *tStep) constoofem::StructuralMaterialvirtual
giveRealStressVector_2dBeamLayer(const FloatArrayF< 2 > &reducedE, GaussPoint *gp, TimeStep *tStep) constoofem::StructuralMaterialvirtual
giveRealStressVector_2dPlateSubSoil(const FloatArrayF< 3 > &reducedE, GaussPoint *gp, TimeStep *tStep) constoofem::StructuralMaterialvirtual
giveRealStressVector_3d(const FloatArrayF< 6 > &strain, GaussPoint *gp, TimeStep *tStep) constoofem::StructuralMaterialvirtual
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) constoofem::StructuralMaterialvirtual
giveRealStressVector_PlaneStress(const FloatArrayF< 3 > &reducedE, GaussPoint *gp, TimeStep *tStep) constoofem::StructuralMaterialvirtual
giveRealStressVector_PlateLayer(const FloatArrayF< 5 > &reducedE, GaussPoint *gp, TimeStep *tStep) constoofem::StructuralMaterialvirtual
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
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) constoofem::StructuralMaterialvirtual
giveVI(int ind1, int ind2)oofem::StructuralMaterialinlinestatic
giveVoigtSymVectorMask(IntArray &answer, MaterialMode mmode)oofem::StructuralMaterialstatic
giveVoigtVectorMask(IntArray &answer, MaterialMode mmode)oofem::StructuralMaterialstatic
hasCastingTimeSupport() constoofem::Materialvirtual
hasMaterialModeCapability(MaterialMode mode) const overrideoofem::StructuralMaterialvirtual
hasProperty(int aProperty, GaussPoint *gp) constoofem::Materialvirtual
initializeFinish()oofem::FEMComponentinlinevirtual
initializeFrom(InputRecord &ir) overrideoofem::StructuralMaterialvirtual
oofem::FEMComponent::initializeFrom(InputRecord &ir, int priority)oofem::FEMComponentinlinevirtual
initMaterial(Element *element)oofem::Materialvirtual
initTempStatus(GaussPoint *gp) constoofem::Materialvirtual
isActivated(TimeStep *tStep) constoofem::Materialinlinevirtual
isCharacteristicMtrxSymmetric(MatResponseMode rMode) constoofem::Materialinlinevirtual
Material(int n, Domain *d)oofem::Material
modifyProperty(int aProperty, double value, GaussPoint *gp)oofem::Materialvirtual
numberoofem::FEMComponentprotected
packUnknowns(DataStream &buff, TimeStep *tStep, GaussPoint *ip)oofem::Materialinlinevirtual
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
restoreConsistency(GaussPoint *gp)oofem::Materialinlinevirtual
restoreContext(DataStream &stream, ContextMode mode) overrideoofem::Materialvirtual
restoreIPContext(DataStream &stream, ContextMode mode, GaussPoint *gp)oofem::Materialvirtual
saveContext(DataStream &stream, ContextMode mode) overrideoofem::Materialvirtual
saveIPContext(DataStream &stream, ContextMode mode, GaussPoint *gp)oofem::Materialvirtual
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
sortPrincDirAndValCloseTo(FloatArray &pVal, FloatMatrix &pDir, const FloatMatrix &toPDir)oofem::StructuralMaterialstatic
StructuralMaterial(int n, Domain *d)oofem::StructuralMaterial
svIndexoofem::StructuralMaterialstatic
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
updateLocalNumbering(EntityRenumberingFunctor &f)oofem::FEMComponentinlinevirtual
vIindexoofem::StructuralMaterialstatic
~FEMComponent()=defaultoofem::FEMComponentvirtual
~Material()=defaultoofem::Materialvirtual
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