| applyBarrierConstraints(const FloatArray &gpCoords, const FloatArray &jGpCoords, double &weight) | oofem::NonlocalMaterialExtensionInterface | protected |
| applyDeviatoricElasticCompliance(FloatArray &strain, const FloatArray &stress, double EModulus, double nu) | oofem::StructuralMaterial | static |
| applyDeviatoricElasticCompliance(FloatArray &strain, const FloatArray &stress, double GModulus) | oofem::StructuralMaterial | static |
| applyDeviatoricElasticStiffness(FloatArray &stress, const FloatArray &strain, double EModulus, double nu) | oofem::StructuralMaterial | static |
| applyDeviatoricElasticStiffness(FloatArray &stress, const FloatArray &strain, double GModulus) | oofem::StructuralMaterial | static |
| applyElasticCompliance(FloatArray &strain, const FloatArray &stress, double EModulus, double nu) | oofem::StructuralMaterial | static |
| applyElasticStiffness(FloatArray &stress, const FloatArray &strain, double EModulus, double nu) | oofem::StructuralMaterial | static |
| averagedVar | oofem::NonlocalMaterialExtensionInterface | protected |
| AveragedVarType enum name | oofem::NonlocalMaterialExtensionInterface | protected |
| averType | oofem::NonlocalMaterialExtensionInterface | protected |
| AVT_Compliance enum value | oofem::NonlocalMaterialExtensionInterface | protected |
| AVT_Damage enum value | oofem::NonlocalMaterialExtensionInterface | protected |
| AVT_EqStrain enum value | oofem::NonlocalMaterialExtensionInterface | protected |
| AVT_Unknown enum value | oofem::NonlocalMaterialExtensionInterface | protected |
| beta | oofem::NonlocalMaterialExtensionInterface | protected |
| buildNonlocalPointTable(GaussPoint *gp) | oofem::NonlocalMaterialExtensionInterface | |
| castingTime | oofem::Material | protected |
| centDiff | oofem::NonlocalMaterialExtensionInterface | protected |
| checkConsistency() | oofem::Material | virtual |
| checkForNewActiveCracks(IntArray &answer, GaussPoint *gp, const FloatArray &, const FloatArray &, FloatArray &, const FloatArray &) | oofem::RCM2Material | protectedvirtual |
| checkIfClosedCracks(GaussPoint *gp, FloatArray &crackStrainVector, IntArray &) | oofem::RCM2Material | protectedvirtual |
| checkSizeLimit(GaussPoint *gp, double) | oofem::RCSDEMaterial | protectedvirtual |
| cl | oofem::NonlocalMaterialExtensionInterface | protected |
| cl0 | oofem::NonlocalMaterialExtensionInterface | protected |
| computeCurrEquivStrain(GaussPoint *, const FloatArray &, double, TimeStep *) | oofem::RCSDEMaterial | protected |
| computeDamageCoeff(double, double, double) | oofem::RCSDEMaterial | protected |
| computeDeviatoricVolumetricSplit(FloatArray &dev, const FloatArray &s) | oofem::StructuralMaterial | static |
| computeDeviatoricVolumetricSum(FloatArray &s, const FloatArray &dev, double mean) | oofem::StructuralMaterial | static |
| computeDistanceModifier(double damage) | oofem::NonlocalMaterialExtensionInterface | |
| computeFirstCoordinate(const FloatArray &s) | oofem::StructuralMaterial | static |
| computeFirstInvariant(const FloatArray &s) | oofem::StructuralMaterial | static |
| computeModifiedLength(double length, double dam1, double dam2) | oofem::NonlocalMaterialExtensionInterface | |
| computePrincipalValDir(FloatArray &answer, FloatMatrix &dir, const FloatArray &s, stressStrainPrincMode mode) | oofem::StructuralMaterial | static |
| computePrincipalValues(FloatArray &answer, const FloatArray &s, stressStrainPrincMode mode) | oofem::StructuralMaterial | static |
| computeSecondCoordinate(const FloatArray &s) | oofem::StructuralMaterial | static |
| computeSecondStressInvariant(const FloatArray &s) | oofem::StructuralMaterial | static |
| computeStrength(GaussPoint *, double) | oofem::RCSDNLMaterial | inlineprotectedvirtual |
| computeStressIndependentStrainVector(FloatArray &answer, GaussPoint *gp, TimeStep *tStep, ValueModeType mode) | oofem::StructuralMaterial | virtual |
| computeStressIndependentStrainVector_3d(FloatArray &answer, GaussPoint *gp, TimeStep *tStep, ValueModeType mode) | oofem::StructuralMaterial | virtual |
| computeStressNorm(const FloatArray &stress) | oofem::StructuralMaterial | static |
| computeThirdCoordinate(const FloatArray &s) | oofem::StructuralMaterial | static |
| computeThirdStressInvariant(const FloatArray &s) | oofem::StructuralMaterial | static |
| computeVonMisesStress(const FloatArray *currentStress) | oofem::StructuralMaterial | static |
| computeWeightFunction(const FloatArray &src, const FloatArray &coord) | oofem::RCSDNLMaterial | virtual |
| oofem::StructuralNonlocalMaterialExtensionInterface::computeWeightFunction(double distance) | oofem::NonlocalMaterialExtensionInterface | virtual |
| convert_dSdE_2_dPdF(FloatMatrix &answer, const FloatMatrix &dSdE, const FloatArray &S, const FloatArray &F, MaterialMode matMode) | oofem::StructuralMaterial | |
| CreateStatus(GaussPoint *gp) const | oofem::RCSDNLMaterial | inlinevirtual |
| dist2FromGridNode(double x, double y, int j, int i) | oofem::NonlocalMaterialExtensionInterface | inlineprotected |
| oofem::domain | oofem::FEMComponent | protected |
| oofem::StructuralNonlocalMaterialExtensionInterface::domain | oofem::NonlocalMaterialExtensionInterface | protected |
| ef | oofem::RCSDNLMaterial | protected |
| endIPNonlocalAverage(GaussPoint *gp) | oofem::NonlocalMaterialExtensionInterface | |
| errorInfo(const char *func) const | oofem::FEMComponent | |
| estimatePackSize(DataStream &buff, GaussPoint *ip) | oofem::RCSDNLMaterial | virtual |
| evaluateSupportRadius() | oofem::NonlocalMaterialExtensionInterface | virtual |
| exponent | oofem::NonlocalMaterialExtensionInterface | protected |
| FEMComponent(int n, Domain *d) | oofem::FEMComponent | inline |
| Ft | oofem::RCM2Material | protected |
| Gf | oofem::RCM2Material | protected |
| give(int aProperty, GaussPoint *gp) | oofem::RCSDEMaterial | virtual |
| give1dStressStiffMtrx(FloatMatrix &answer, MatResponseMode mmode, GaussPoint *gp, TimeStep *tStep) | oofem::RCM2Material | protectedvirtual |
| give1dStressStiffMtrx_dCde(FloatMatrix &answer, MatResponseMode mmode, GaussPoint *gp, TimeStep *tStep) | oofem::StructuralMaterial | virtual |
| give1dStressStiffMtrx_dPdF(FloatMatrix &answer, MatResponseMode mmode, GaussPoint *gp, TimeStep *tStep) | oofem::StructuralMaterial | virtual |
| give2dBeamLayerStiffMtrx(FloatMatrix &answer, MatResponseMode mmode, GaussPoint *gp, TimeStep *tStep) | oofem::RCM2Material | protectedvirtual |
| give2dLatticeStiffMtrx(FloatMatrix &answer, MatResponseMode mmode, GaussPoint *gp, TimeStep *tStep) | oofem::StructuralMaterial | virtual |
| give2dPlateSubSoilStiffMtrx(FloatMatrix &answer, MatResponseMode mmode, GaussPoint *gp, TimeStep *tStep) | oofem::StructuralMaterial | virtual |
| give2DStrainVectorTranformationMtrx(FloatMatrix &answer, const FloatMatrix &base, bool transpose=false) | oofem::StructuralMaterial | static |
| give3dBeamSubSoilStiffMtrx(FloatMatrix &answer, MatResponseMode mmode, GaussPoint *gp, TimeStep *tStep) | oofem::StructuralMaterial | virtual |
| give3dLatticeStiffMtrx(FloatMatrix &answer, MatResponseMode mmode, GaussPoint *gp, TimeStep *tStep) | oofem::StructuralMaterial | virtual |
| give3dMaterialStiffnessMatrix(FloatMatrix &answer, MatResponseMode mode, GaussPoint *gp, TimeStep *tStep) | oofem::RCM2Material | virtual |
| give3dMaterialStiffnessMatrix_dCde(FloatMatrix &answer, MatResponseMode mode, GaussPoint *gp, TimeStep *tStep) | oofem::StructuralMaterial | virtual |
| give3dMaterialStiffnessMatrix_dPdF(FloatMatrix &answer, MatResponseMode mode, GaussPoint *gp, TimeStep *tStep) | oofem::StructuralMaterial | virtual |
| give_dPdF_from(const FloatMatrix &dSdE, FloatMatrix &answer, GaussPoint *gp) | oofem::StructuralMaterial | |
| giveCastingTime() | oofem::Material | inline |
| giveCauchyStressVector_1d(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedF, TimeStep *tStep) | oofem::StructuralMaterial | inlinevirtual |
| giveCauchyStressVector_3d(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedF, TimeStep *tStep) | oofem::StructuralMaterial | inlinevirtual |
| giveCauchyStressVector_PlaneStrain(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedF, TimeStep *tStep) | oofem::StructuralMaterial | inlinevirtual |
| giveCauchyStressVector_PlaneStress(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedF, TimeStep *tStep) | oofem::StructuralMaterial | inlinevirtual |
| giveCharacteristicElementLength(GaussPoint *gp, const FloatArray &) | oofem::RCSDNLMaterial | inlineprotectedvirtual |
| giveClassName() const | oofem::RCSDNLMaterial | inlinevirtual |
| giveCrackedStiffnessMatrix(FloatMatrix &answer, MatResponseMode rMode, GaussPoint *gp, TimeStep *tStep) | oofem::RCM2Material | protected |
| giveCrackingModulus(MatResponseMode rMode, GaussPoint *gp, double crackStrain, int i) | oofem::RCSDEMaterial | protectedvirtual |
| GiveCrackTransformationMtrx(GaussPoint *gp, int i) | oofem::RCM2Material | protected |
| giveDistanceBasedInteractionRadius(const FloatArray &gpCoords) | oofem::NonlocalMaterialExtensionInterface | protected |
| oofem::giveDomain() const | oofem::FEMComponent | inline |
| oofem::StructuralNonlocalMaterialExtensionInterface::giveDomain() | oofem::NonlocalMaterialExtensionInterface | inline |
| giveEffectiveMaterialStiffnessMatrix(FloatMatrix &answer, MatResponseMode rMode, GaussPoint *gp, TimeStep *tStep) | oofem::RCSDEMaterial | protectedvirtual |
| giveEshelbyStressVector_PlaneStrain(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedF, TimeStep *tStep) | oofem::StructuralMaterial | virtual |
| giveFiberStiffMtrx(FloatMatrix &answer, MatResponseMode mmode, GaussPoint *gp, TimeStep *tStep) | oofem::StructuralMaterial | virtual |
| giveFirstPKStressVector_1d(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedF, TimeStep *tStep) | oofem::StructuralMaterial | virtual |
| giveFirstPKStressVector_3d(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedF, TimeStep *tStep) | oofem::StructuralMaterial | virtual |
| giveFirstPKStressVector_PlaneStrain(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedF, TimeStep *tStep) | oofem::StructuralMaterial | virtual |
| giveFirstPKStressVector_PlaneStress(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedF, TimeStep *tStep) | oofem::StructuralMaterial | virtual |
| giveFullSymMatrixForm(FloatMatrix &answer, const FloatMatrix &red, MaterialMode matMode) | oofem::StructuralMaterial | static |
| giveFullSymVectorForm(FloatArray &answer, const FloatArray &vec, MaterialMode matMode) | oofem::StructuralMaterial | static |
| giveFullVectorForm(FloatArray &answer, const FloatArray &strainVector, MaterialMode matMode) | oofem::StructuralMaterial | static |
| giveFullVectorFormF(FloatArray &answer, const FloatArray &strainVector, MaterialMode matMode) | oofem::StructuralMaterial | static |
| oofem::giveInputRecord(DynamicInputRecord &input) | oofem::StructuralMaterial | virtual |
| oofem::StructuralNonlocalMaterialExtensionInterface::giveInputRecord(DynamicInputRecord &input) | oofem::NonlocalMaterialExtensionInterface | |
| giveInputRecordName() const | oofem::RCSDEMaterial | inlinevirtual |
| giveIntegralOfWeightFunction(const int spatial_dimension) | oofem::NonlocalMaterialExtensionInterface | |
| giveInterface(InterfaceType t) | oofem::RCSDNLMaterial | virtual |
| giveInvertedVoigtVectorMask(IntArray &answer, MaterialMode mmode) | oofem::StructuralMaterial | static |
| giveIPIntegrationList(GaussPoint *gp) | oofem::NonlocalMaterialExtensionInterface | |
| giveIPValue(FloatArray &answer, GaussPoint *gp, InternalStateType type, TimeStep *tStep) | oofem::RCM2Material | virtual |
| giveLinearElasticMaterial() | oofem::RCM2Material | inline |
| giveMaterialStiffnessMatrix(FloatMatrix &answer, MatResponseMode, GaussPoint *gp, TimeStep *tStep) | oofem::RCM2Material | protectedvirtual |
| giveMinCrackStrainsForFullyOpenCrack(GaussPoint *gp, int i) | oofem::RCSDNLMaterial | protectedvirtual |
| giveNonlocalMetricModifierAt(GaussPoint *gp) | oofem::NonlocalMaterialExtensionInterface | inlinevirtual |
| giveNormalCrackingStress(GaussPoint *gp, double eps_cr, int i) | oofem::RCSDEMaterial | protectedvirtual |
| giveNormalElasticStiffnessMatrix(FloatMatrix &answer, bool reduce, MatResponseMode, GaussPoint *, TimeStep *tStep, const FloatMatrix &) | oofem::RCM2Material | protected |
| giveNumber() const | oofem::FEMComponent | inline |
| giveNumberOfRegions() | oofem::NonlocalMaterialExtensionInterface | |
| givePlaneStrainStiffMtrx(FloatMatrix &answer, MatResponseMode mmode, GaussPoint *gp, TimeStep *tStep) | oofem::RCM2Material | protectedvirtual |
| givePlaneStrainStiffMtrx_dCde(FloatMatrix &answer, MatResponseMode mmode, GaussPoint *gp, TimeStep *tStep) | oofem::StructuralMaterial | virtual |
| givePlaneStrainStiffMtrx_dPdF(FloatMatrix &answer, MatResponseMode mmode, GaussPoint *gp, TimeStep *tStep) | oofem::StructuralMaterial | virtual |
| givePlaneStressStiffMtrx(FloatMatrix &answer, MatResponseMode mmode, GaussPoint *gp, TimeStep *tStep) | oofem::RCM2Material | protectedvirtual |
| givePlaneStressStiffMtrx_dCde(FloatMatrix &answer, MatResponseMode mmode, GaussPoint *gp, TimeStep *tStep) | oofem::StructuralMaterial | virtual |
| givePlaneStressStiffMtrx_dPdF(FloatMatrix &answer, MatResponseMode mmode, GaussPoint *gp, TimeStep *tStep) | oofem::StructuralMaterial | virtual |
| givePlaneStressVectorTranformationMtrx(FloatMatrix &answer, const FloatMatrix &base, bool transpose=false) | oofem::StructuralMaterial | static |
| givePlateLayerStiffMtrx(FloatMatrix &answer, MatResponseMode mmode, GaussPoint *gp, TimeStep *tStep) | oofem::RCM2Material | protectedvirtual |
| giveRealPrincipalStressVector3d(FloatArray &answer, GaussPoint *, FloatArray &, FloatMatrix &, TimeStep *) | oofem::RCM2Material | protected |
| giveRealStressVector(FloatArray &answer, GaussPoint *, const FloatArray &, TimeStep *) | oofem::RCSDNLMaterial | virtual |
| giveRealStressVector_1d(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedE, TimeStep *tStep) | oofem::RCM2Material | inlinevirtual |
| giveRealStressVector_2dBeamLayer(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedE, TimeStep *tStep) | oofem::RCM2Material | inlinevirtual |
| giveRealStressVector_2dPlateSubSoil(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedE, TimeStep *tStep) | oofem::StructuralMaterial | virtual |
| giveRealStressVector_3d(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedE, TimeStep *tStep) | oofem::RCM2Material | inlinevirtual |
| giveRealStressVector_3dBeamSubSoil(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedE, TimeStep *tStep) | oofem::StructuralMaterial | virtual |
| giveRealStressVector_Fiber(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedE, TimeStep *tStep) | oofem::StructuralMaterial | virtual |
| giveRealStressVector_Lattice2d(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedE, TimeStep *tStep) | oofem::StructuralMaterial | virtual |
| giveRealStressVector_Lattice3d(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedE, TimeStep *tStep) | oofem::StructuralMaterial | virtual |
| giveRealStressVector_PlaneStrain(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedE, TimeStep *tStep) | oofem::RCM2Material | inlinevirtual |
| giveRealStressVector_PlaneStress(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedE, TimeStep *tStep) | oofem::RCM2Material | inlinevirtual |
| giveRealStressVector_PlateLayer(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedE, TimeStep *tStep) | oofem::RCM2Material | inlinevirtual |
| giveRealStressVector_ShellStressControl(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedE, const IntArray &strainControl, TimeStep *tStep) | oofem::StructuralMaterial | virtual |
| giveRealStressVector_StressControl(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedE, const IntArray &strainControl, TimeStep *tStep) | oofem::StructuralMaterial | virtual |
| giveRealStressVector_Warping(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedE, TimeStep *tStep) | oofem::StructuralMaterial | virtual |
| giveReducedMatrixForm(FloatMatrix &answer, const FloatMatrix &full, MaterialMode matMode) | oofem::StructuralMaterial | static |
| giveReducedSymMatrixForm(FloatMatrix &answer, const FloatMatrix &full, MaterialMode matMode) | oofem::StructuralMaterial | static |
| giveReducedSymVectorForm(FloatArray &answer, const FloatArray &vec, MaterialMode matMode) | oofem::StructuralMaterial | static |
| giveReducedVectorForm(FloatArray &answer, const FloatArray &vec, MaterialMode matMode) | oofem::StructuralMaterial | static |
| giveReferenceTemperature() | oofem::StructuralMaterial | inline |
| giveResidualStrength() | oofem::RCM2Material | inlineprotected |
| giveSizeOfVoigtSymVector(MaterialMode mmode) | oofem::StructuralMaterial | static |
| giveSizeOfVoigtVector(MaterialMode mmode) | oofem::StructuralMaterial | static |
| giveStatus(GaussPoint *gp) const | oofem::Material | virtual |
| giveStiffnessMatrix(FloatMatrix &answer, MatResponseMode mode, GaussPoint *gp, TimeStep *tStep) | oofem::StructuralMaterial | virtual |
| giveStrainVectorTranformationMtrx(FloatMatrix &answer, const FloatMatrix &base, bool transpose=false) | oofem::StructuralMaterial | static |
| 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::StructuralMaterial | static |
| giveSupportRadius(double &radius) | oofem::RCSDNLMaterial | inlinevirtual |
| giveSymVI(int ind1, int ind2) | oofem::StructuralMaterial | inlinestatic |
| giveThermalDilatationVector(FloatArray &answer, GaussPoint *gp, TimeStep *tStep) | oofem::RCM2Material | inlinevirtual |
| giveVI(int ind1, int ind2) | oofem::StructuralMaterial | inlinestatic |
| giveVoigtSymVectorMask(IntArray &answer, MaterialMode mmode) | oofem::StructuralMaterial | static |
| giveVoigtVectorMask(IntArray &answer, MaterialMode mmode) | oofem::StructuralMaterial | static |
| grid | oofem::NonlocalMaterialExtensionInterface | protected |
| gridSize | oofem::NonlocalMaterialExtensionInterface | protected |
| hasBoundedSupport() | oofem::RCSDNLMaterial | inlinevirtual |
| hasCastingTimeSupport() | oofem::Material | virtual |
| hasMaterialModeCapability(MaterialMode mode) | oofem::RCM2Material | virtual |
| hasNonLinearBehaviour() | oofem::RCM2Material | inlinevirtual |
| hasProperty(int aProperty, GaussPoint *gp) | oofem::Material | virtual |
| initDiag | oofem::NonlocalMaterialExtensionInterface | protected |
| initializeFrom(InputRecord *ir) | oofem::RCSDNLMaterial | virtual |
| initMaterial(Element *element) | oofem::Material | virtual |
| initTempStatus(GaussPoint *gp) | oofem::Material | virtual |
| Interface() | oofem::Interface | inline |
| isActivated(TimeStep *tStep) | oofem::Material | inlinevirtual |
| isCharacteristicMtrxSymmetric(MatResponseMode rMode) | oofem::Material | inlinevirtual |
| linearElasticMaterial | oofem::RCM2Material | protected |
| manipulateWeight(double &weight, GaussPoint *gp, GaussPoint *jGp) | oofem::NonlocalMaterialExtensionInterface | protected |
| mapToGridCoord(double x, double x0) | oofem::NonlocalMaterialExtensionInterface | inlineprotected |
| mapToGridPoint(double x, double x0) | oofem::NonlocalMaterialExtensionInterface | inlineprotected |
| Material(int n, Domain *d) | oofem::Material | |
| maxValueOfWeightFunction() | oofem::NonlocalMaterialExtensionInterface | virtual |
| minDist2 | oofem::NonlocalMaterialExtensionInterface | protected |
| mm | oofem::NonlocalMaterialExtensionInterface | protected |
| modifyNonlocalWeightFunction_1D_Around(GaussPoint *gp) | oofem::NonlocalMaterialExtensionInterface | |
| modifyNonlocalWeightFunctionAround(GaussPoint *gp) | oofem::NonlocalMaterialExtensionInterface | |
| modifyProperty(int aProperty, double value, GaussPoint *gp) | oofem::Material | virtual |
| nlvar | oofem::NonlocalMaterialExtensionInterface | protected |
| NlVariationType enum name | oofem::NonlocalMaterialExtensionInterface | protected |
| NLVT_DistanceBasedExponential enum value | oofem::NonlocalMaterialExtensionInterface | protected |
| NLVT_DistanceBasedLinear enum value | oofem::NonlocalMaterialExtensionInterface | protected |
| NLVT_Standard enum value | oofem::NonlocalMaterialExtensionInterface | protected |
| NLVT_StressBased enum value | oofem::NonlocalMaterialExtensionInterface | protected |
| NonlocalMaterialExtensionInterface(Domain *d) | oofem::NonlocalMaterialExtensionInterface | |
| number | oofem::FEMComponent | protected |
| order | oofem::NonlocalMaterialExtensionInterface | protected |
| packUnknowns(DataStream &buff, TimeStep *tStep, GaussPoint *ip) | oofem::RCSDNLMaterial | virtual |
| permanentNonlocTableFlag | oofem::NonlocalMaterialExtensionInterface | protected |
| 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 |
| px | oofem::NonlocalMaterialExtensionInterface | protected |
| R | oofem::RCSDNLMaterial | protected |
| RCM2Material(int n, Domain *d) | oofem::RCM2Material | |
| RCSDEMaterial(int n, Domain *d) | oofem::RCSDEMaterial | |
| RCSDNLMaterial(int n, Domain *d) | oofem::RCSDNLMaterial | |
| rebuildNonlocalPointTable(GaussPoint *gp, IntArray *contributingElems) | oofem::NonlocalMaterialExtensionInterface | |
| referenceTemperature | oofem::StructuralMaterial | protected |
| regionMap | oofem::NonlocalMaterialExtensionInterface | protected |
| restoreContext(DataStream &stream, ContextMode mode, void *obj=NULL) | oofem::FEMComponent | virtual |
| restoreIPContext(DataStream &stream, ContextMode mode, GaussPoint *gp) | oofem::Material | virtual |
| Rf | oofem::NonlocalMaterialExtensionInterface | protected |
| saveContext(DataStream &stream, ContextMode mode, void *obj=NULL) | oofem::FEMComponent | virtual |
| saveIPContext(DataStream &stream, ContextMode mode, GaussPoint *gp) | oofem::Material | virtual |
| scaling | oofem::NonlocalMaterialExtensionInterface | protected |
| ScalingType enum name | oofem::NonlocalMaterialExtensionInterface | protected |
| SDTransitionCoeff | oofem::RCSDEMaterial | protected |
| SDTransitionCoeff2 | oofem::RCSDNLMaterial | protected |
| setDomain(Domain *d) | oofem::FEMComponent | inlinevirtual |
| setIPValue(const FloatArray &value, GaussPoint *gp, InternalStateType type) | oofem::StructuralMaterial | virtual |
| setNumber(int num) | oofem::FEMComponent | inline |
| sortPrincDirAndValCloseTo(FloatArray *pVal, FloatMatrix *pDir, FloatMatrix *toPDir) | oofem::StructuralMaterial | static |
| ST_Borino enum value | oofem::NonlocalMaterialExtensionInterface | protected |
| ST_Noscaling enum value | oofem::NonlocalMaterialExtensionInterface | protected |
| ST_Standard enum value | oofem::NonlocalMaterialExtensionInterface | protected |
| ST_Unknown enum value | oofem::NonlocalMaterialExtensionInterface | protected |
| StructuralMaterial(int n, Domain *d) | oofem::StructuralMaterial | |
| StructuralNonlocalMaterialExtensionInterface(Domain *d) | oofem::StructuralNonlocalMaterialExtensionInterface | inline |
| suprad | oofem::NonlocalMaterialExtensionInterface | protected |
| svIndex | oofem::StructuralMaterial | static |
| transformStrainVectorTo(FloatArray &answer, const FloatMatrix &base, const FloatArray &strainVector, bool transpose=false) | oofem::StructuralMaterial | static |
| transformStressVectorTo(FloatArray &answer, const FloatMatrix &base, const FloatArray &stressVector, bool transpose=false) | oofem::StructuralMaterial | static |
| unpackAndUpdateUnknowns(DataStream &buff, TimeStep *tStep, GaussPoint *ip) | oofem::RCSDNLMaterial | virtual |
| updateActiveCrackMap(GaussPoint *gp, const IntArray *activatedCracks=NULL) | oofem::RCM2Material | protected |
| updateBeforeNonlocAverage(const FloatArray &strainVector, GaussPoint *gp, TimeStep *tStep) | oofem::RCSDNLMaterial | virtual |
| updateCrackStatus(GaussPoint *gp, const FloatArray &crackStrain) | oofem::RCM2Material | protectedvirtual |
| updateDomainBeforeNonlocAverage(TimeStep *tStep) | oofem::NonlocalMaterialExtensionInterface | |
| updateLocalNumbering(EntityRenumberingFunctor &f) | oofem::FEMComponent | inlinevirtual |
| updateStatusForNewCrack(GaussPoint *, int, double) | oofem::RCM2Material | protectedvirtual |
| vIindex | oofem::StructuralMaterial | static |
| weightFun | oofem::NonlocalMaterialExtensionInterface | protected |
| WeightFunctionType enum name | oofem::NonlocalMaterialExtensionInterface | protected |
| WFT_Bell enum value | oofem::NonlocalMaterialExtensionInterface | protected |
| WFT_Gauss enum value | oofem::NonlocalMaterialExtensionInterface | protected |
| WFT_Green enum value | oofem::NonlocalMaterialExtensionInterface | protected |
| WFT_Green_21 enum value | oofem::NonlocalMaterialExtensionInterface | protected |
| WFT_Uniform enum value | oofem::NonlocalMaterialExtensionInterface | protected |
| WFT_UniformOverElement enum value | oofem::NonlocalMaterialExtensionInterface | protected |
| WFT_Unknown enum value | oofem::NonlocalMaterialExtensionInterface | protected |
| zeta | oofem::NonlocalMaterialExtensionInterface | protected |
| ~FEMComponent() | oofem::FEMComponent | inlinevirtual |
| ~Interface() | oofem::Interface | inlinevirtual |
| ~Material() | oofem::Material | virtual |
| ~NonlocalMaterialExtensionInterface() | oofem::NonlocalMaterialExtensionInterface | inlinevirtual |
| ~RCM2Material() | oofem::RCM2Material | virtual |
| ~RCSDEMaterial() | oofem::RCSDEMaterial | virtual |
| ~RCSDNLMaterial() | oofem::RCSDNLMaterial | virtual |
| ~StructuralMaterial() | oofem::StructuralMaterial | inlinevirtual |
| ~StructuralNonlocalMaterialExtensionInterface() | oofem::StructuralNonlocalMaterialExtensionInterface | inline |