| castingTime | oofem::Material | protected |
| checkConsistency() | oofem::Material | virtual |
| computeDamageParam(double &omega, double kappa, const FloatArray &strain, GaussPoint *gp) | oofem::IsoInterfaceDamageMaterial_2 | virtual |
| computeEquivalentStrain(double &kappa, const FloatArray &strain, GaussPoint *gp, TimeStep *tStep) | oofem::IsoInterfaceDamageMaterial_2 | virtual |
| CreateStatus(GaussPoint *gp) const | oofem::IsoInterfaceDamageMaterial_2 | inlinevirtual |
| damages | oofem::IsoInterfaceDamageMaterial_2 | protected |
| domain | oofem::FEMComponent | protected |
| e0 | oofem::IsoInterfaceDamageMaterial_2 | 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::IsoInterfaceDamageMaterial_2 | 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::StructuralInterfaceMaterial | virtual |
| 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::IsoInterfaceDamageMaterial_2 | virtual |
| give3dStiffnessMatrix_Eng_Num(FloatMatrix &answer, GaussPoint *gp, TimeStep *tStep) | oofem::StructuralInterfaceMaterial | |
| giveCastingTime() | oofem::Material | inline |
| giveClassName() const | oofem::IsoInterfaceDamageMaterial_2 | 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::IsoInterfaceDamageMaterial_2 | 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::StructuralInterfaceMaterial | inlinevirtual |
| giveInputRecord(DynamicInputRecord &input) | oofem::IsoInterfaceDamageMaterial_2 | virtual |
| giveInputRecordName() const | oofem::IsoInterfaceDamageMaterial_2 | inlinevirtual |
| giveInterface(InterfaceType t) | oofem::FEMComponent | inlinevirtual |
| giveInterfaceStrength() | oofem::StructuralInterfaceMaterial | inlinevirtual |
| giveIPValue(FloatArray &answer, GaussPoint *gp, InternalStateType type, TimeStep *tStep) | oofem::IsoInterfaceDamageMaterial_2 | virtual |
| giveNumber() const | oofem::FEMComponent | inline |
| giveStatus(GaussPoint *gp) const | oofem::Material | virtual |
| hasAnalyticalTangentStiffness() const | oofem::IsoInterfaceDamageMaterial_2 | inlinevirtual |
| hasCastingTimeSupport() | oofem::Material | virtual |
| hasMaterialModeCapability(MaterialMode mode) | oofem::Material | virtual |
| hasNonLinearBehaviour() | oofem::IsoInterfaceDamageMaterial_2 | inlinevirtual |
| hasProperty(int aProperty, GaussPoint *gp) | oofem::Material | virtual |
| initializeFrom(InputRecord *ir) | oofem::IsoInterfaceDamageMaterial_2 | virtual |
| initMaterial(Element *element) | oofem::Material | virtual |
| initTempStatus(GaussPoint *gp) | oofem::Material | virtual |
| isActivated(TimeStep *tStep) | oofem::Material | inlinevirtual |
| isCharacteristicMtrxSymmetric(MatResponseMode rMode) | oofem::Material | inlinevirtual |
| IsoInterfaceDamageMaterial_2(int n, Domain *d) | oofem::IsoInterfaceDamageMaterial_2 | |
| kn | oofem::IsoInterfaceDamageMaterial_2 | protected |
| ks | oofem::IsoInterfaceDamageMaterial_2 | protected |
| Material(int n, Domain *d) | oofem::Material | |
| maxOmega | oofem::IsoInterfaceDamageMaterial_2 | 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 |
| setDomain(Domain *d) | oofem::FEMComponent | inlinevirtual |
| setIPValue(const FloatArray &value, GaussPoint *gp, InternalStateType type) | oofem::Material | inlinevirtual |
| setNumber(int num) | oofem::FEMComponent | inline |
| strains | oofem::IsoInterfaceDamageMaterial_2 | protected |
| StructuralInterfaceMaterial(int n, Domain *d) | oofem::StructuralInterfaceMaterial | |
| tablename | oofem::IsoInterfaceDamageMaterial_2 | protected |
| unpackAndUpdateUnknowns(DataStream &buff, TimeStep *tStep, GaussPoint *ip) | oofem::Material | inlinevirtual |
| updateLocalNumbering(EntityRenumberingFunctor &f) | oofem::FEMComponent | inlinevirtual |
| useNumericalTangent | oofem::StructuralInterfaceMaterial | |
| ~FEMComponent() | oofem::FEMComponent | inlinevirtual |
| ~IsoInterfaceDamageMaterial_2() | oofem::IsoInterfaceDamageMaterial_2 | virtual |
| ~Material() | oofem::Material | virtual |
| ~StructuralInterfaceMaterial() | oofem::StructuralInterfaceMaterial | inlinevirtual |