OOFEM
2.4
OOFEM.org - Object Oriented Finite Element Solver
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This is the complete list of members for oofem::IntMatIsoDamage, including all inherited members.
castingTime | oofem::Material | protected |
checkConsistency() | oofem::Material | virtual |
computeDamageParam(double &omega, double kappa) | oofem::IntMatIsoDamage | virtual |
computeEquivalentJump(double &kappa, const FloatArray &jump) | oofem::IntMatIsoDamage | virtual |
CreateStatus(GaussPoint *gp) const | oofem::IntMatIsoDamage | inlinevirtual |
domain | oofem::FEMComponent | protected |
e0 | oofem::IntMatIsoDamage | protected |
errorInfo(const char *func) const | oofem::FEMComponent | |
estimatePackSize(DataStream &buff, GaussPoint *ip) | oofem::Material | inlinevirtual |
FEMComponent(int n, Domain *d) | oofem::FEMComponent | inline |
ft | oofem::IntMatIsoDamage | protected |
gf | oofem::IntMatIsoDamage | protected |
give(int aProperty, GaussPoint *gp) | oofem::Material | virtual |
give1dStiffnessMatrix_dTdj(FloatMatrix &answer, MatResponseMode rMode, GaussPoint *gp, TimeStep *tStep) | oofem::StructuralInterfaceMaterial | virtual |
give1dStiffnessMatrix_dTdj_Num(FloatMatrix &answer, GaussPoint *gp, TimeStep *tStep) | oofem::StructuralInterfaceMaterial | |
give1dStiffnessMatrix_Eng(FloatMatrix &answer, MatResponseMode rMode, GaussPoint *gp, TimeStep *tStep) | oofem::StructuralInterfaceMaterial | virtual |
give1dStiffnessMatrix_Eng_Num(FloatMatrix &answer, GaussPoint *gp, TimeStep *tStep) | oofem::StructuralInterfaceMaterial | |
give2dStiffnessMatrix_dTdj(FloatMatrix &answer, MatResponseMode rMode, GaussPoint *gp, TimeStep *tStep) | oofem::StructuralInterfaceMaterial | virtual |
give2dStiffnessMatrix_dTdj_Num(FloatMatrix &answer, GaussPoint *gp, TimeStep *tStep) | oofem::StructuralInterfaceMaterial | |
give2dStiffnessMatrix_Eng(FloatMatrix &answer, MatResponseMode rMode, GaussPoint *gp, TimeStep *tStep) | oofem::IntMatIsoDamage | protectedvirtual |
give2dStiffnessMatrix_Eng_Num(FloatMatrix &answer, GaussPoint *gp, TimeStep *tStep) | oofem::StructuralInterfaceMaterial | |
give3dStiffnessMatrix_dTdj(FloatMatrix &answer, MatResponseMode rMode, GaussPoint *gp, TimeStep *tStep) | oofem::StructuralInterfaceMaterial | virtual |
give3dStiffnessMatrix_dTdj_Num(FloatMatrix &answer, GaussPoint *gp, TimeStep *tStep) | oofem::StructuralInterfaceMaterial | |
give3dStiffnessMatrix_Eng(FloatMatrix &answer, MatResponseMode rMode, GaussPoint *gp, TimeStep *tStep) | oofem::IntMatIsoDamage | protectedvirtual |
give3dStiffnessMatrix_Eng_Num(FloatMatrix &answer, GaussPoint *gp, TimeStep *tStep) | oofem::StructuralInterfaceMaterial | |
giveCastingTime() | oofem::Material | inline |
giveClassName() const | oofem::StructuralInterfaceMaterial | inlinevirtual |
giveDomain() const | oofem::FEMComponent | inline |
giveEngTraction_1d(FloatArray &answer, GaussPoint *gp, const FloatArray &jump, TimeStep *tStep) | oofem::StructuralInterfaceMaterial | virtual |
giveEngTraction_2d(FloatArray &answer, GaussPoint *gp, const FloatArray &jump, TimeStep *tStep) | oofem::StructuralInterfaceMaterial | virtual |
giveEngTraction_3d(FloatArray &answer, GaussPoint *gp, const FloatArray &jump, TimeStep *tStep) | oofem::IntMatIsoDamage | virtual |
giveFirstPKTraction_1d(FloatArray &answer, GaussPoint *gp, const FloatArray &jump, const FloatMatrix &reducedF, TimeStep *tStep) | oofem::StructuralInterfaceMaterial | virtual |
giveFirstPKTraction_2d(FloatArray &answer, GaussPoint *gp, const FloatArray &jump, const FloatMatrix &reducedF, TimeStep *tStep) | oofem::StructuralInterfaceMaterial | virtual |
giveFirstPKTraction_3d(FloatArray &answer, GaussPoint *gp, const FloatArray &jump, const FloatMatrix &F, TimeStep *tStep) | oofem::IntMatIsoDamage | virtual |
giveInputRecord(DynamicInputRecord &input) | oofem::IntMatIsoDamage | virtual |
giveInputRecordName() const | oofem::IntMatIsoDamage | inlinevirtual |
giveInterface(InterfaceType t) | oofem::FEMComponent | inlinevirtual |
giveInterfaceStrength() | oofem::StructuralInterfaceMaterial | inlinevirtual |
giveIPValue(FloatArray &answer, GaussPoint *gp, InternalStateType type, TimeStep *tStep) | oofem::IntMatIsoDamage | virtual |
giveNumber() const | oofem::FEMComponent | inline |
giveStatus(GaussPoint *gp) const | oofem::Material | virtual |
hasAnalyticalTangentStiffness() const | oofem::IntMatIsoDamage | inlinevirtual |
hasCastingTimeSupport() | oofem::Material | virtual |
hasMaterialModeCapability(MaterialMode mode) | oofem::Material | virtual |
hasNonLinearBehaviour() | oofem::Material | inlinevirtual |
hasProperty(int aProperty, GaussPoint *gp) | oofem::Material | virtual |
initializeFrom(InputRecord *ir) | oofem::IntMatIsoDamage | virtual |
initMaterial(Element *element) | oofem::Material | virtual |
initTempStatus(GaussPoint *gp) | oofem::Material | virtual |
IntMatIsoDamage(int n, Domain *d) | oofem::IntMatIsoDamage | |
isActivated(TimeStep *tStep) | oofem::Material | inlinevirtual |
isCharacteristicMtrxSymmetric(MatResponseMode rMode) | oofem::Material | inlinevirtual |
kn | oofem::IntMatIsoDamage | protected |
ks | oofem::IntMatIsoDamage | protected |
Material(int n, Domain *d) | oofem::Material | |
maxOmega | oofem::IntMatIsoDamage | protected |
modifyProperty(int aProperty, double value, GaussPoint *gp) | oofem::Material | virtual |
number | oofem::FEMComponent | protected |
packUnknowns(DataStream &buff, TimeStep *tStep, GaussPoint *ip) | oofem::Material | inlinevirtual |
predictRelativeComputationalCost(GaussPoint *gp) | oofem::Material | inlinevirtual |
predictRelativeRedistributionCost(GaussPoint *gp) | oofem::Material | inlinevirtual |
printOutputAt(FILE *file, TimeStep *tStep) | oofem::FEMComponent | inlinevirtual |
printYourself() | oofem::Material | virtual |
propertyDictionary | oofem::Material | protected |
restoreContext(DataStream &stream, ContextMode mode, void *obj=NULL) | oofem::FEMComponent | virtual |
restoreIPContext(DataStream &stream, ContextMode mode, GaussPoint *gp) | oofem::Material | virtual |
saveContext(DataStream &stream, ContextMode mode, void *obj=NULL) | oofem::FEMComponent | virtual |
saveIPContext(DataStream &stream, ContextMode mode, GaussPoint *gp) | oofem::Material | virtual |
semiExplicit | oofem::IntMatIsoDamage | protected |
setDomain(Domain *d) | oofem::FEMComponent | inlinevirtual |
setIPValue(const FloatArray &value, GaussPoint *gp, InternalStateType type) | oofem::Material | inlinevirtual |
setNumber(int num) | oofem::FEMComponent | inline |
StructuralInterfaceMaterial(int n, Domain *d) | oofem::StructuralInterfaceMaterial | |
unpackAndUpdateUnknowns(DataStream &buff, TimeStep *tStep, GaussPoint *ip) | oofem::Material | inlinevirtual |
updateLocalNumbering(EntityRenumberingFunctor &f) | oofem::FEMComponent | inlinevirtual |
useNumericalTangent | oofem::StructuralInterfaceMaterial | |
~FEMComponent() | oofem::FEMComponent | inlinevirtual |
~IntMatIsoDamage() | oofem::IntMatIsoDamage | virtual |
~Material() | oofem::Material | virtual |
~StructuralInterfaceMaterial() | oofem::StructuralInterfaceMaterial | inlinevirtual |