OOFEM  2.4
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oofem::DustMaterial Member List

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

alphaoofem::DustMaterialprotected
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::DustMaterialprotected
castingTimeoofem::Materialprotected
checkConsistency()oofem::Materialvirtual
computeAndSetBulkAndShearModuli(double &bulkModulus, double &shearModulus, GaussPoint *gp)oofem::DustMaterialprotected
computeDeltaGamma2(double tempQ, double q, double i1, double bulkModulus)oofem::DustMaterialprotected
computeDeltaGamma2DQ(double tempQ, double q, double i1, double bulkModulus)oofem::DustMaterialprotected
computeDeviatoricVolumetricSplit(FloatArray &dev, const FloatArray &s)oofem::StructuralMaterialstatic
computeDeviatoricVolumetricSum(FloatArray &s, const FloatArray &dev, double mean)oofem::StructuralMaterialstatic
computeFirstCoordinate(const FloatArray &s)oofem::StructuralMaterialstatic
computeFirstInvariant(const FloatArray &s)oofem::StructuralMaterialstatic
computePlastStrainDirM1(FloatArray &answer, const FloatArray &stressDeviator, double rho, double i1, double q)oofem::DustMaterialprotected
computePlastStrainDirM2(FloatArray &answer, const FloatArray &stressDeviator, double rho, double i1, double q)oofem::DustMaterialprotected
computePlastStrainDirM3(FloatArray &answer, const FloatArray &stressDeviator, double rho, double i1, double q)oofem::DustMaterialprotected
computePrincipalValDir(FloatArray &answer, FloatMatrix &dir, const FloatArray &s, stressStrainPrincMode mode)oofem::StructuralMaterialstatic
computePrincipalValues(FloatArray &answer, const FloatArray &s, stressStrainPrincMode mode)oofem::StructuralMaterialstatic
computeQFromPlastVolEps(double &answer, double q, double deltaVolumetricPlasticStrain)oofem::DustMaterialprotected
computeSecondCoordinate(const FloatArray &s)oofem::StructuralMaterialstatic
computeSecondStressInvariant(const FloatArray &s)oofem::StructuralMaterialstatic
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
computeVonMisesStress(const FloatArray *currentStress)oofem::StructuralMaterialstatic
convert_dSdE_2_dPdF(FloatMatrix &answer, const FloatMatrix &dSdE, const FloatArray &S, const FloatArray &F, MaterialMode matMode)oofem::StructuralMaterial
CreateStatus(GaussPoint *gp) const oofem::DustMaterialvirtual
dHardoofem::DustMaterialprotected
domainoofem::FEMComponentprotected
DustMaterial(int n, Domain *d)oofem::DustMaterial
errorInfo(const char *func) const oofem::FEMComponent
estimatePackSize(DataStream &buff, GaussPoint *ip)oofem::Materialinlinevirtual
FEMComponent(int n, Domain *d)oofem::FEMComponentinline
ftoofem::DustMaterialprotected
fTempR2(double tempQ, double q, double i1, double rho, double bulkModulus, double shearModulus)oofem::DustMaterialprotected
functionFc(double rho, double i1, double q)oofem::DustMaterialprotected
functionFe(double i1)oofem::DustMaterialprotected
functionFeDI1(double i1)oofem::DustMaterialprotected
functionFeDI1DI1(double i1)oofem::DustMaterialprotected
functionH(double q, double tempQ)oofem::DustMaterialprotected
functionHDQ(double tempQ)oofem::DustMaterialprotected
functionI1(double q, double tempQ, double i1, double bulkModulus)oofem::DustMaterialprotected
functionI1DQ(double tempQ, double bulkModulus)oofem::DustMaterialprotected
functionX(double q)oofem::DustMaterialprotected
functionXDQ(double q)oofem::DustMaterialprotected
give(int aProperty, GaussPoint *gp)oofem::Materialvirtual
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 mmode, GaussPoint *gp, TimeStep *tStep)oofem::DustMaterialvirtual
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::DustMaterialinlinevirtual
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
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::DustMaterialinlinevirtual
giveInterface(InterfaceType t)oofem::FEMComponentinlinevirtual
giveInvertedVoigtVectorMask(IntArray &answer, MaterialMode mmode)oofem::StructuralMaterialstatic
giveIPValue(FloatArray &answer, GaussPoint *gp, InternalStateType type, TimeStep *tStep)oofem::DustMaterialvirtual
giveNumber() const oofem::FEMComponentinline
givePlaneStrainStiffMtrx(FloatMatrix &answer, MatResponseMode mmode, GaussPoint *gp, TimeStep *tStep)oofem::StructuralMaterialvirtual
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::StructuralMaterialvirtual
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
giveQ0() const oofem::DustMaterialinline
giveRealStressVector(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedStrain, TimeStep *tStep)oofem::StructuralMaterialvirtual
giveRealStressVector_1d(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedE, TimeStep *tStep)oofem::StructuralMaterialvirtual
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 &strainVector, TimeStep *tStep)oofem::DustMaterialvirtual
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::StructuralMaterialvirtual
giveRealStressVector_PlaneStress(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedE, TimeStep *tStep)oofem::StructuralMaterialvirtual
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
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::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
giveThermalDilatationVector(FloatArray &answer, GaussPoint *gp, TimeStep *tStep)oofem::DustMaterialinlinevirtual
giveVI(int ind1, int ind2)oofem::StructuralMaterialinlinestatic
giveVoigtSymVectorMask(IntArray &answer, MaterialMode mmode)oofem::StructuralMaterialstatic
giveVoigtVectorMask(IntArray &answer, MaterialMode mmode)oofem::StructuralMaterialstatic
hardeningTypeoofem::DustMaterialprotected
hasCastingTimeSupport()oofem::Materialvirtual
hasMaterialModeCapability(MaterialMode mode)oofem::StructuralMaterialvirtual
hasNonLinearBehaviour()oofem::Materialinlinevirtual
hasProperty(int aProperty, GaussPoint *gp)oofem::Materialvirtual
initializeFrom(InputRecord *ir)oofem::DustMaterialvirtual
initMaterial(Element *element)oofem::Materialvirtual
initTempStatus(GaussPoint *gp)oofem::Materialvirtual
isActivated(TimeStep *tStep)oofem::Materialinlinevirtual
isCharacteristicMtrxSymmetric(MatResponseMode rMode)oofem::DustMaterialinlinevirtual
lambdaoofem::DustMaterialprotected
LEMaterialoofem::DustMaterialprotected
Material(int n, Domain *d)oofem::Material
modifyProperty(int aProperty, double value, GaussPoint *gp)oofem::Materialvirtual
mStiffoofem::DustMaterialprotected
newtonIteroofem::DustMaterialprotected
newtonToloofem::DustMaterialprotected
numberoofem::FEMComponentprotected
packUnknowns(DataStream &buff, TimeStep *tStep, GaussPoint *ip)oofem::Materialinlinevirtual
performF1return(double i1, double rho, GaussPoint *gp)oofem::DustMaterialprotected
performF2return(double i1, double rho, GaussPoint *gp)oofem::DustMaterialprotected
performStressReturn(GaussPoint *gp, const FloatArray &strain)oofem::DustMaterialprotected
predictRelativeComputationalCost(GaussPoint *gp)oofem::Materialinlinevirtual
predictRelativeRedistributionCost(GaussPoint *gp)oofem::Materialinlinevirtual
printOutputAt(FILE *file, TimeStep *tStep)oofem::FEMComponentinlinevirtual
printYourself()oofem::Materialvirtual
propertyDictionaryoofem::Materialprotected
q0oofem::DustMaterialprotected
referenceTemperatureoofem::StructuralMaterialprotected
rElloofem::DustMaterialprotected
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::DustMaterialvirtual
setNumber(int num)oofem::FEMComponentinline
solveQ0(double &answer)oofem::DustMaterialprotected
sortPrincDirAndValCloseTo(FloatArray *pVal, FloatMatrix *pDir, FloatMatrix *toPDir)oofem::StructuralMaterialstatic
StructuralMaterial(int n, Domain *d)oofem::StructuralMaterial
svIndexoofem::StructuralMaterialstatic
thetaoofem::DustMaterialprotected
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
wHardoofem::DustMaterialprotected
x0oofem::DustMaterialprotected
yieldFunction1(double rho, double i1)oofem::DustMaterialprotected
yieldFunction2(double rho, double i1, double q)oofem::DustMaterialprotected
yieldFunction3(double i1)oofem::DustMaterialprotected
~DustMaterial()oofem::DustMaterialvirtual
~FEMComponent()oofem::FEMComponentinlinevirtual
~Material()oofem::Materialvirtual
~StructuralMaterial()oofem::StructuralMaterialinlinevirtual

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