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OOFEM 3.0
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#include <mdm.h>
Public Types | |
| enum | MDMFormulatrionType { COMPLIANCE_DAMAGE , STIFFNESS_DAMAGE } |
| enum | MDMModeType { mdm_3d , mdm_2d } |
Public Member Functions | |
| MDM (int n, Domain *d) | |
| bool | hasMaterialModeCapability (MaterialMode mode) const override |
| void | giveRealStressVector (FloatArray &answer, GaussPoint *gp, const FloatArray &reducedStrain, TimeStep *tStep) const override |
| FloatArrayF< 6 > | giveRealStressVector_3d (const FloatArrayF< 6 > &strain, GaussPoint *gp, TimeStep *tStep) const override |
| Default implementation relies on giveRealStressVector for second Piola-Kirchoff stress. | |
| FloatArrayF< 4 > | giveRealStressVector_PlaneStrain (const FloatArrayF< 4 > &strain, GaussPoint *gp, TimeStep *tStep) const override |
| Default implementation relies on giveRealStressVector_3d. | |
| FloatArrayF< 3 > | giveRealStressVector_PlaneStress (const FloatArrayF< 3 > &strain, GaussPoint *gp, TimeStep *tStep) const override |
| Default implementation relies on giveRealStressVector_StressControl. | |
| FloatMatrixF< 6, 6 > | give3dMaterialStiffnessMatrix (MatResponseMode mode, GaussPoint *gp, TimeStep *tStep) const override |
| int | giveIPValue (FloatArray &answer, GaussPoint *gp, InternalStateType type, TimeStep *tStep) override |
| FloatArrayF< 6 > | giveThermalDilatationVector (GaussPoint *gp, TimeStep *tStep) const override |
| void | initializeFrom (InputRecord &ir) override |
| void | giveInputRecord (DynamicInputRecord &input) override |
| const char * | giveInputRecordName () const override |
| const char * | giveClassName () const override |
| void | initializeData (int numberOfMicroplanes) override |
| void | updateBeforeNonlocAverage (const FloatArray &strainVector, GaussPoint *gp, TimeStep *tStep) const override |
| double | computeWeightFunction (const double cl, const FloatArray &src, const FloatArray &coord) const override |
| int | hasBoundedSupport () const override |
| virtual void | giveSupportRadius (double &radius) |
| Interface * | giveInterface (InterfaceType it) override |
| int | MMI_map (GaussPoint *gp, Domain *oldd, TimeStep *tStep) override |
| int | MMI_update (GaussPoint *gp, TimeStep *tStep, FloatArray *estrain=nullptr) override |
| int | MMI_finish (TimeStep *tStep) override |
| int | packUnknowns (DataStream &buff, TimeStep *tStep, GaussPoint *ip) override |
| int | unpackAndUpdateUnknowns (DataStream &buff, TimeStep *tStep, GaussPoint *ip) override |
| int | estimatePackSize (DataStream &buff, GaussPoint *ip) override |
| double | predictRelativeComputationalCost (GaussPoint *gp) override |
| double | predictRelativeRedistributionCost (GaussPoint *gp) override |
| std::unique_ptr< MaterialStatus > | CreateStatus (GaussPoint *gp) const override |
| Public Member Functions inherited from oofem::MicroplaneMaterial | |
| MicroplaneMaterial (int n, Domain *d) | |
| double | computeNormalStrainComponent (int mnumber, const FloatArray ¯oStrain) const |
| double | computeNormalVolumetricStrainComponent (const FloatArray ¯oStrain) const |
| double | computeNormalDeviatoricStrainComponent (int mnumber, const FloatArray ¯oStrain) const |
| double | computeShearMStrainComponent (int mnumber, const FloatArray ¯oStrain) const |
| double | computeShearLStrainComponent (int mnumber, const FloatArray ¯oStrain) const |
| MicroplaneState | computeStrainVectorComponents (int mnumber, const FloatArray ¯oStrain) const |
| double | giveMicroplaneIntegrationWeight (int mnumber) const |
| FloatMatrixF< 6, 6 > | give3dMaterialStiffnessMatrix (MatResponseMode mode, GaussPoint *gp, TimeStep *tStep) const override |
| void | initializeFrom (InputRecord &ir) override |
| void | giveInputRecord (DynamicInputRecord &input) override |
| Public Member Functions inherited from oofem::StructuralMaterial | |
| StructuralMaterial (int n, Domain *d) | |
| bool | hasMaterialModeCapability (MaterialMode mode) const override |
| const char * | giveClassName () const override |
| void | initializeFrom (InputRecord &ir) override |
| void | giveInputRecord (DynamicInputRecord &input) override |
| void | giveCharacteristicMatrix (FloatMatrix &answer, MatResponseMode type, GaussPoint *gp, TimeStep *tStep) const override |
| Returns characteristic matrix of the receiver. | |
| void | giveCharacteristicVector (FloatArray &answer, FloatArray &flux, MatResponseMode type, GaussPoint *gp, TimeStep *tStep) const override |
| Returns characteristic vector of the receiver. | |
| virtual void | giveStiffnessMatrix (FloatMatrix &answer, MatResponseMode mode, GaussPoint *gp, TimeStep *tStep) const |
| virtual FloatArray | giveRealStressVector_StressControl (const FloatArray &reducedE, const IntArray &strainControl, GaussPoint *gp, TimeStep *tStep) const |
| Iteratively calls giveRealStressVector_3d to find the stress controlled equal to zero· | |
| virtual FloatArray | giveRealStressVector_ShellStressControl (const FloatArray &reducedE, const IntArray &strainControl, GaussPoint *gp, TimeStep *tStep) const |
| virtual FloatArrayF< 1 > | giveRealStressVector_1d (const FloatArrayF< 1 > &reducedE, GaussPoint *gp, TimeStep *tStep) const |
| Default implementation relies on giveRealStressVector_StressControl. | |
| virtual FloatArrayF< 2 > | giveRealStressVector_Warping (const FloatArrayF< 2 > &reducedE, GaussPoint *gp, TimeStep *tStep) const |
| Default implementation relies on giveRealStressVector_StressControl. | |
| virtual FloatArrayF< 2 > | giveRealStressVector_2dBeamLayer (const FloatArrayF< 2 > &reducedE, GaussPoint *gp, TimeStep *tStep) const |
| Default implementation relies on giveRealStressVector_StressControl. | |
| virtual FloatArrayF< 5 > | giveRealStressVector_PlateLayer (const FloatArrayF< 5 > &reducedE, GaussPoint *gp, TimeStep *tStep) const |
| Default implementation relies on giveRealStressVector_StressControl. | |
| virtual FloatArrayF< 3 > | giveRealStressVector_Fiber (const FloatArrayF< 3 > &reducedE, GaussPoint *gp, TimeStep *tStep) const |
| Default implementation relies on giveRealStressVector_StressControl. | |
| virtual FloatArrayF< 3 > | giveRealStressVector_2dPlateSubSoil (const FloatArrayF< 3 > &reducedE, GaussPoint *gp, TimeStep *tStep) const |
| Default implementation is not provided. | |
| virtual FloatArrayF< 6 > | giveRealStressVector_3dBeamSubSoil (const FloatArrayF< 6 > &reducedE, GaussPoint *gp, TimeStep *tStep) const |
| virtual FloatArrayF< 9 > | giveFirstPKStressVector_3d (const FloatArrayF< 9 > &vF, GaussPoint *gp, TimeStep *tStep) const |
| Default implementation relies on giveRealStressVector for second Piola-Kirchoff stress. | |
| virtual FloatArrayF< 5 > | giveFirstPKStressVector_PlaneStrain (const FloatArrayF< 5 > &vF, GaussPoint *gp, TimeStep *tStep) const |
| Default implementation relies on giveFirstPKStressVector_3d. | |
| virtual FloatArray | giveFirstPKStressVector_StressControl (const FloatArray &reducedvF, const IntArray &FControl, GaussPoint *gp, TimeStep *tStep) const |
| Iteratively calls giveRealStressVector_3d to find the stress controlled equal to zero· | |
| virtual FloatArrayF< 4 > | giveFirstPKStressVector_PlaneStress (const FloatArrayF< 4 > &vF, GaussPoint *gp, TimeStep *tStep) const |
| Default implementation relies on giveFirstPKStressVector_StressControl. | |
| virtual FloatArrayF< 1 > | giveFirstPKStressVector_1d (const FloatArrayF< 1 > &vF, GaussPoint *gp, TimeStep *tStep) const |
| Default implementation relies on giveFirstPKStressVector_StressControl. | |
| virtual void | giveCauchyStressVector_3d (FloatArray &answer, GaussPoint *gp, const FloatArray &reducedF, TimeStep *tStep) |
| virtual void | giveCauchyStressVector_PlaneStrain (FloatArray &answer, GaussPoint *gp, const FloatArray &reducedF, TimeStep *tStep) |
| virtual void | giveCauchyStressVector_PlaneStress (FloatArray &answer, GaussPoint *gp, const FloatArray &reducedF, TimeStep *tStep) |
| virtual void | giveCauchyStressVector_1d (FloatArray &answer, GaussPoint *gp, const FloatArray &reducedF, TimeStep *tStep) |
| virtual void | giveEshelbyStressVector_PlaneStrain (FloatArray &answer, GaussPoint *gp, const FloatArray &reducedF, TimeStep *tStep) |
| double | giveReferenceTemperature () |
| virtual FloatArray | computeStressIndependentStrainVector (GaussPoint *gp, TimeStep *tStep, ValueModeType mode) const |
| FloatArrayF< 6 > | computeStressIndependentStrainVector_3d (GaussPoint *gp, TimeStep *tStep, ValueModeType mode) const |
| virtual void | giveStiffnessMatrix_dPdF (FloatMatrix &answer, MatResponseMode mode, GaussPoint *gp, TimeStep *tStep) |
| virtual FloatMatrixF< 9, 9 > | give3dMaterialStiffnessMatrix_dPdF (MatResponseMode mode, GaussPoint *gp, TimeStep *tStep) const |
| virtual void | give3dMaterialStiffnessMatrix_dCde (FloatMatrix &answer, MatResponseMode mode, GaussPoint *gp, TimeStep *tStep) |
| void | giveStressDependentPartOfStrainVector (FloatArray &answer, GaussPoint *gp, const FloatArray &reducedStrainVector, TimeStep *tStep, ValueModeType mode) const |
| int | setIPValue (const FloatArray &value, GaussPoint *gp, InternalStateType type) override |
| int | giveIPValue (FloatArray &answer, GaussPoint *gp, InternalStateType type, TimeStep *tStep) override |
| virtual FloatMatrixF< 4, 4 > | givePlaneStressStiffnessMatrix_dPdF (MatResponseMode mmode, GaussPoint *gp, TimeStep *tStep) const |
| virtual void | givePlaneStressStiffMtrx_dCde (FloatMatrix &answer, MatResponseMode mmode, GaussPoint *gp, TimeStep *tStep) |
| virtual FloatMatrixF< 5, 5 > | givePlaneStrainStiffnessMatrix_dPdF (MatResponseMode mmode, GaussPoint *gp, TimeStep *tStep) const |
| virtual void | givePlaneStrainStiffMtrx_dCde (FloatMatrix &answer, MatResponseMode mmode, GaussPoint *gp, TimeStep *tStep) |
| virtual FloatMatrixF< 1, 1 > | give1dStressStiffMtrx (MatResponseMode mmode, GaussPoint *gp, TimeStep *tStep) const |
| virtual FloatMatrixF< 1, 1 > | give1dStressStiffnessMatrix_dPdF (MatResponseMode mmode, GaussPoint *gp, TimeStep *tStep) const |
| virtual void | give1dStressStiffMtrx_dCde (FloatMatrix &answer, MatResponseMode mmode, GaussPoint *gp, TimeStep *tStep) |
| virtual FloatMatrixF< 2, 2 > | give2dBeamLayerStiffMtrx (MatResponseMode mmode, GaussPoint *gp, TimeStep *tStep) const |
| virtual FloatMatrixF< 5, 5 > | givePlateLayerStiffMtrx (MatResponseMode mmode, GaussPoint *gp, TimeStep *tStep) const |
| virtual FloatMatrixF< 3, 3 > | giveFiberStiffMtrx (MatResponseMode mmode, GaussPoint *gp, TimeStep *tStep) const |
| virtual FloatMatrixF< 3, 3 > | give2dPlateSubSoilStiffMtrx (MatResponseMode mmode, GaussPoint *gp, TimeStep *tStep) const |
| virtual FloatMatrixF< 6, 6 > | give3dBeamSubSoilStiffMtrx (MatResponseMode mmode, GaussPoint *gp, TimeStep *tStep) const |
| Public Member Functions inherited from oofem::Material | |
| Material (int n, Domain *d) | |
| virtual | ~Material ()=default |
| Destructor. | |
| virtual bool | isCharacteristicMtrxSymmetric (MatResponseMode rMode) const |
| virtual double | giveCharacteristicValue (MatResponseMode type, GaussPoint *gp, TimeStep *tStep) const |
| Returns characteristic value of the receiver. | |
| virtual double | give (int aProperty, GaussPoint *gp) const |
| virtual bool | hasProperty (int aProperty, GaussPoint *gp) const |
| virtual void | modifyProperty (int aProperty, double value, GaussPoint *gp) |
| double | giveCastingTime () const |
| virtual bool | isActivated (TimeStep *tStep) const |
| virtual bool | hasCastingTimeSupport () const |
| void | printYourself () override |
| Prints receiver state on stdout. Useful for debugging. | |
| virtual void | saveIPContext (DataStream &stream, ContextMode mode, GaussPoint *gp) |
| virtual void | restoreIPContext (DataStream &stream, ContextMode mode, GaussPoint *gp) |
| int | checkConsistency () override |
| virtual void | restoreConsistency (GaussPoint *gp) |
| virtual int | initMaterial (Element *element) |
| virtual MaterialStatus * | giveStatus (GaussPoint *gp) const |
| virtual void | initTempStatus (GaussPoint *gp) const |
| void | saveContext (DataStream &stream, ContextMode mode) override |
| void | restoreContext (DataStream &stream, ContextMode mode) override |
| Public Member Functions inherited from oofem::FEMComponent | |
| FEMComponent (int n, Domain *d) | |
| virtual | ~FEMComponent ()=default |
| Virtual destructor. | |
| Domain * | giveDomain () const |
| virtual void | setDomain (Domain *d) |
| int | giveNumber () const |
| void | setNumber (int num) |
| virtual void | updateLocalNumbering (EntityRenumberingFunctor &f) |
| virtual void | initializeFrom (InputRecord &ir, int priority) |
| virtual void | initializeFinish () |
| virtual void | postInitialize () |
| Performs post initialization steps. Called after all components are created and initialized. | |
| virtual void | printOutputAt (FILE *file, TimeStep *tStep) |
| std::string | errorInfo (const char *func) const |
| Returns string for prepending output (used by error reporting macros). | |
| Public Member Functions inherited from oofem::StructuralNonlocalMaterialExtensionInterface | |
| StructuralNonlocalMaterialExtensionInterface (Domain *d) | |
| ~StructuralNonlocalMaterialExtensionInterface () | |
| Destructor. | |
| Public Member Functions inherited from oofem::NonlocalMaterialExtensionInterface | |
| NonlocalMaterialExtensionInterface (Domain *d) | |
| virtual | ~NonlocalMaterialExtensionInterface () |
| Destructor. | |
| void | updateDomainBeforeNonlocAverage (TimeStep *tStep) const |
| void | buildNonlocalPointTable (GaussPoint *gp) const |
| void | rebuildNonlocalPointTable (GaussPoint *gp, IntArray *contributingElems) const |
| void | modifyNonlocalWeightFunctionAround (GaussPoint *gp) const |
| void | modifyNonlocalWeightFunction_1D_Around (GaussPoint *gp) const |
| virtual double | giveNonlocalMetricModifierAt (GaussPoint *gp) const |
| double | computeDistanceModifier (double cl, double damage) const |
| double | computeModifiedLength (double length, double dam1, double dam2) const |
| std ::vector< localIntegrationRecord > * | giveIPIntegrationList (GaussPoint *gp) const |
| virtual double | computeWeightFunction (const double cl, const double distance) const |
| double | giveIntegralOfWeightFunction (double cl, const int spatial_dimension) const |
| virtual double | maxValueOfWeightFunction () |
| Determines the maximum value of the nonlocal weight function. | |
| int | giveNumberOfRegions () const |
| virtual double | evaluateSupportRadius (double cl) const |
| Domain * | giveDomain () |
| Returns reference to domain. | |
| void | initializeFrom (InputRecord &ir) |
| void | giveInputRecord (DynamicInputRecord &input) |
| void | endIPNonlocalAverage (GaussPoint *gp) const |
| Public Member Functions inherited from oofem::Interface | |
| Interface () | |
| Constructor. | |
| virtual | ~Interface () |
| Public Member Functions inherited from oofem::MaterialModelMapperInterface | |
| MaterialModelMapperInterface () | |
| Constructor. | |
| virtual | ~MaterialModelMapperInterface () |
| Destructor. | |
Protected Types | |
| enum | MDMMapperType { mdm_cpt =0 , mdm_sft =1 , mdm_lst =2 } |
| Protected Types inherited from oofem::NonlocalMaterialExtensionInterface | |
| enum | ScalingType { ST_Unknown , ST_Standard , ST_Noscaling , ST_Borino } |
| Type characterizing the scaling approach. More... | |
| enum | AveragedVarType { AVT_Unknown , AVT_EqStrain , AVT_Compliance , AVT_Damage } |
| Type characterizing the averaged (nonlocal) variable. More... | |
| enum | NlVariationType { NLVT_Standard , NLVT_DistanceBasedLinear , NLVT_StressBased , NLVT_DistanceBasedExponential } |
| Type characterizing the Nonlocal variation. More... | |
Protected Member Functions | |
| void | computeDamageTensor (FloatMatrix &tempDamageTensor, const FloatArray &totalStrain, GaussPoint *gp, TimeStep *tStep) const |
| void | computeLocalDamageTensor (FloatMatrix &tempDamageTensor, const FloatArray &totalStrain, GaussPoint *gp, TimeStep *tStep) const |
| double | computeDamageOnPlane (GaussPoint *gp, int mnumber, const FloatArray &strain) const |
| void | computePDC (FloatMatrix &tempDamageTensor, FloatArray &tempDamageTensorEigenVals, FloatMatrix &tempDamageTensorEigenVec) const |
| void | transformStrainToPDC (FloatArray &answer, FloatArray &strain, FloatMatrix &t, GaussPoint *gp) const |
| void | applyDamageTranformation (FloatArray &strainPDC, const FloatArray &tempDamageTensorEigenVals) const |
| void | transformStressFromPDC (FloatArray &answer, const FloatArray &stressPDC, const FloatMatrix &t, GaussPoint *gp) const |
| void | computeEffectiveStress (FloatArray &stressPDC, const FloatArray &strainPDC, GaussPoint *gp, TimeStep *tStep) const |
| void | giveMaterialStiffnessMatrix (FloatMatrix &answer, MatResponseMode mode, GaussPoint *gp, TimeStep *tStep) const |
| void | applyDamageToStiffness (FloatMatrix &d, GaussPoint *gp) const |
| void | transformStiffnessfromPDC (FloatMatrix &de, const FloatMatrix &t) const |
| FloatMatrixF< 3, 3 > | givePlaneStressStiffMtrx (MatResponseMode mmode, GaussPoint *gp, TimeStep *tStep) const override |
| FloatMatrixF< 4, 4 > | givePlaneStrainStiffMtrx (MatResponseMode mmode, GaussPoint *gp, TimeStep *tStep) const override |
| void | rotateTensor4 (FloatMatrix &Dlocal, const FloatMatrix &t) const |
| void | formTransformationMatrix (FloatMatrix &answer, const FloatMatrix &t, int n) const |
| void | giveRawMDMParameters (double &Efp, double &Ep, const FloatArray &reducedStrain, GaussPoint *gp) const |
| Protected Member Functions inherited from oofem::NonlocalMaterialExtensionInterface | |
| void | applyBarrierConstraints (const FloatArray &gpCoords, const FloatArray &jGpCoords, double &weight) const |
| void | manipulateWeight (double &weight, GaussPoint *gp, GaussPoint *jGp) const |
| double | giveDistanceBasedInteractionRadius (const FloatArray &gpCoords) const |
| int | mapToGridPoint (double x, double x0) const |
| double | mapToGridCoord (double x, double x0) const |
| double | dist2FromGridNode (double x, double y, int j, int i) const |
Protected Attributes | |
| int | ndc = 0 |
| Number of damage components. | |
| int | nsd = 0 |
| Number of spatial dimensions. | |
| int | type_dam = 0 |
| int | type_soft = 0 |
| double | mdm_Ep = 0. |
| Parameter controlling the elastic limit. | |
| double | mdm_Efp = 0. |
| Prescribed value of ef-ep. | |
| double | ParMd = 0. |
| THREAD UNSAFE. These are modified when evaluating the material. Why? This must be avoided at all cost. | |
| double | tempDillatCoeff = 0. |
| Temperature dilatation coeff. | |
| double | Gf = 0. |
| Fracture energy (necessary to determine Ep and Efp if not given). | |
| double | Ft = 0. |
| Macroscopic tensile strength (necessary to determine Ep and Efp if not given). | |
| MDMFormulatrionType | formulation = COMPLIANCE_DAMAGE |
| MDMModeType | mdmMode = mdm_3d |
| IsotropicLinearElasticMaterial | linearElasticMaterial |
| Reference to bulk (undamaged) material. | |
| int | nonlocal = 0 |
| Flag indicating local or nonlocal mode. | |
| double | R = 0. |
| Interaction radius, related to the nonlocal characteristic length of material. | |
| std::unique_ptr< Set > | sourceElemSet |
| cached source element set used to map internal variables (adaptivity), created on demand | |
| MDMMapperType | mapperType = mdm_cpt |
| Protected Attributes inherited from oofem::MicroplaneMaterial | |
| int | numberOfMicroplanes = 0 |
| Number of microplanes. | |
| FloatArray | microplaneWeights |
| Integration weights of microplanes. | |
| std::vector< FloatArrayF< 3 > > | microplaneNormals |
| Normals of microplanes. | |
| FloatArrayF< 6 > | Kronecker |
| Kronecker's delta. | |
| std::vector< FloatArrayF< 6 > > | N |
| std::vector< FloatArrayF< 6 > > | M |
| std::vector< FloatArrayF< 6 > > | L |
| double | E = 0. |
| Young's modulus. | |
| double | nu = 0. |
| Poisson's ratio. | |
| Protected Attributes inherited from oofem::StructuralMaterial | |
| double | referenceTemperature = 0. |
| Reference temperature (temperature, when material has been built into structure). | |
| MatResponseMode | SCStiffMode = TangentStiffness |
| stifness mode used in stress control | |
| double | SCRelTol = 1.e-3 |
| relative tolerance for stress control | |
| double | SCAbsTol = 1.e-12 |
| absolute stress tolerance for stress control | |
| int | SCMaxiter = 100000 |
| maximum iterations for stress-control | |
| Protected Attributes inherited from oofem::Material | |
| Dictionary | propertyDictionary |
| double | castingTime |
| int | preCastingTimeMat |
| Material existing before casting time - optional parameter, zero by default. | |
| Protected Attributes inherited from oofem::FEMComponent | |
| int | number |
| Component number. | |
| Domain * | domain |
| Link to domain object, useful for communicating with other FEM components. | |
| Protected Attributes inherited from oofem::NonlocalMaterialExtensionInterface | |
| Domain * | domain = nullptr |
| IntArray | regionMap |
| Map indicating regions to skip (region - cross section model). | |
| bool | permanentNonlocTableFlag = false |
| Flag indicating whether to keep nonlocal interaction tables of integration points cached. | |
| WeightFunctionType | weightFun |
| Parameter specifying the type of nonlocal weight function. | |
| int | gridSize = 0 |
| Grid on which the eikonal equation will be solved (used by eikonal nonlocal models). | |
| double | initDiag = 0. |
| Optional parameters setting details of the fast marching method. | |
| int | order = 0 |
| int | centDiff = 0 |
| double | cl = 0. |
| double | suprad = 0. |
| Support radius. | |
| double | mm = 0. |
| For "undernonlocal" or "overnonlocal" formulation. | |
| ScalingType | scaling |
| Parameter specifying the type of scaling of nonlocal weight function. | |
| AveragedVarType | averagedVar |
| Parameter specifying the type of averaged (nonlocal) variable. | |
| double | cl0 = 0. |
| NlVariationType | nlvar |
| Parameter specifying the type of nonlocal variation. | |
| double | beta = 0. |
| double | zeta = 0. |
| double | px = 0. |
| double | Rf = 0. |
| Final value of interaction radius, for a model with evolving characteristic length. | |
| double | exponent = 0. |
| Parameter used as an exponent by models with evolving characteristic length. | |
| int | averType = 0 |
| Parameter specifying how the weight function should be adjusted due to damage. | |
Static Protected Attributes | |
| static MMAShapeFunctProjection | mapperSFT |
| Mapper used to map internal variables in adaptivity. | |
| static MMALeastSquareProjection | mapperLST |
| static MMAClosestIPTransfer | mapper2 |
| Mapper used to map stresses in adaptivity. | |
Additional Inherited Members | |
| Static Public Member Functions inherited from oofem::StructuralMaterial | |
| static int | giveSymVI (int ind1, int ind2) |
| static int | giveVI (int ind1, int ind2) |
| static FloatMatrixF< 9, 9 > | convert_dSdE_2_dPdF_3D (const FloatMatrixF< 6, 6 > &dSdE, const FloatArrayF< 6 > &S, const FloatArrayF< 9 > &F) |
| static FloatMatrixF< 5, 5 > | convert_dSdE_2_dPdF_PlaneStrain (const FloatMatrixF< 4, 4 > &dSdE, const FloatArrayF< 4 > &S, const FloatArrayF< 5 > &F) |
| static FloatMatrixF< 4, 4 > | convert_dSdE_2_dPdF_PlaneStress (const FloatMatrixF< 3, 3 > &dSdE, const FloatArrayF< 3 > &S, const FloatArrayF< 4 > &F) |
| static FloatMatrixF< 1, 1 > | convert_dSdE_2_dPdF_1D (const FloatMatrixF< 1, 1 > &dSdE, const FloatArrayF< 1 > &S, const FloatArrayF< 1 > &F) |
| static void | computePrincipalValues (FloatArray &answer, const FloatArray &s, stressStrainPrincMode mode) |
| Common functions for convenience. | |
| static FloatArrayF< 3 > | computePrincipalValues (const FloatMatrixF< 3, 3 > &s) |
| static FloatArrayF< 3 > | computePrincipalValues (double I1, double I2, double I3) |
| static void | computePrincipalValDir (FloatArray &answer, FloatMatrix &dir, const FloatArray &s, stressStrainPrincMode mode) |
| static std::pair< FloatArrayF< 3 >, FloatMatrixF< 3, 3 > > | computePrincipalValDir (const FloatMatrixF< 3, 3 > &s) |
| static FloatArrayF< 6 > | computeDeviator (const FloatArrayF< 6 > &s) |
| static std::pair< FloatArrayF< 6 >, double > | computeDeviatoricVolumetricSplit (const FloatArrayF< 6 > &s) |
| static FloatArrayF< 6 > | computeDeviatoricVolumetricSum (const FloatArrayF< 6 > &dev, double mean) |
| static FloatArrayF< 6 > | applyDeviatoricElasticCompliance (const FloatArrayF< 6 > &stress, double EModulus, double nu) |
| static FloatArrayF< 6 > | applyDeviatoricElasticCompliance (const FloatArrayF< 6 > &stress, double GModulus) |
| static FloatArrayF< 6 > | applyDeviatoricElasticStiffness (const FloatArrayF< 6 > &strain, double EModulus, double nu) |
| static FloatArrayF< 6 > | applyDeviatoricElasticStiffness (const FloatArrayF< 6 > &strain, double GModulus) |
| static FloatArrayF< 6 > | applyElasticStiffness (const FloatArrayF< 6 > &strain, double EModulus, double nu) |
| static FloatArrayF< 6 > | applyElasticCompliance (const FloatArrayF< 6 > &stress, double EModulus, double nu) |
| static double | computeStressNorm (const FloatArrayF< 6 > &stress) |
| static double | computeFirstInvariant (const FloatArrayF< 6 > &s) |
| static double | computeSecondStressInvariant (const FloatArrayF< 6 > &s) |
| static double | computeThirdStressInvariant (const FloatArrayF< 6 > &s) |
| static double | computeFirstCoordinate (const FloatArrayF< 6 > &s) |
| static double | computeSecondCoordinate (const FloatArrayF< 6 > &s) |
| static double | computeThirdCoordinate (const FloatArrayF< 6 > &s) |
| static int | giveVoigtVectorMask (IntArray &answer, MaterialMode mmode) |
| static int | giveVoigtSymVectorMask (IntArray &answer, MaterialMode mmode) |
| static void | giveInvertedVoigtVectorMask (IntArray &answer, MaterialMode mmode) |
| static int | giveSizeOfVoigtVector (MaterialMode mmode) |
| static int | giveSizeOfVoigtSymVector (MaterialMode mmode) |
| static void | giveFullVectorForm (FloatArray &answer, const FloatArray &strainVector, MaterialMode matMode) |
| Converts the reduced symmetric Voigt vector (2nd order tensor) to full form. | |
| static void | giveFullVectorFormF (FloatArray &answer, const FloatArray &strainVector, MaterialMode matMode) |
| Converts the reduced deformation gradient Voigt vector (2nd order tensor). | |
| static void | giveFullSymVectorForm (FloatArray &answer, const FloatArray &vec, MaterialMode matMode) |
| Converts the reduced unsymmetric Voigt vector (2nd order tensor) to full form. | |
| static void | giveReducedVectorForm (FloatArray &answer, const FloatArray &vec, MaterialMode matMode) |
| Converts the full symmetric Voigt vector (2nd order tensor) to reduced form. | |
| static void | giveReducedSymVectorForm (FloatArray &answer, const FloatArray &vec, MaterialMode matMode) |
| Converts the full unsymmetric Voigt vector (2nd order tensor) to reduced form. | |
| static void | giveFullSymMatrixForm (FloatMatrix &answer, const FloatMatrix &red, MaterialMode matMode) |
| Converts the full unsymmetric Voigt matrix (4th order tensor) to reduced form. | |
| static void | giveReducedMatrixForm (FloatMatrix &answer, const FloatMatrix &full, MaterialMode matMode) |
| Converts the full symmetric Voigt matrix (4th order tensor) to reduced form. | |
| static void | giveReducedSymMatrixForm (FloatMatrix &answer, const FloatMatrix &full, MaterialMode matMode) |
| Converts the full unsymmetric Voigt matrix (4th order tensor) to reduced form. | |
| static FloatArrayF< 6 > | transformStrainVectorTo (const FloatMatrixF< 3, 3 > &base, const FloatArrayF< 6 > &strain, bool transpose=false) |
| static FloatArrayF< 6 > | transformStressVectorTo (const FloatMatrixF< 3, 3 > &base, const FloatArrayF< 6 > &stress, bool transpose=false) |
| static double | computeVonMisesStress (const FloatArray ¤tStress) |
| static double | computeVonMisesStress_3D (const FloatArrayF< 6 > &stress) |
| static double | computeVonMisesStress_PlaneStress (const FloatArrayF< 3 > &stress) |
| static FloatMatrixF< 6, 6 > | giveStrainVectorTranformationMtrx (const FloatMatrixF< 3, 3 > &base, bool transpose=false) |
| static FloatMatrixF< 3, 3 > | give2DStrainVectorTranformationMtrx (const FloatMatrixF< 2, 2 > &base, bool transpose=false) |
| static FloatMatrixF< 6, 6 > | giveStressVectorTranformationMtrx (const FloatMatrixF< 3, 3 > &base, bool transpose=false) |
| static FloatMatrixF< 3, 3 > | givePlaneStressVectorTranformationMtrx (const FloatMatrixF< 2, 2 > &base, bool transpose=false) |
| static void | sortPrincDirAndValCloseTo (FloatArray &pVal, FloatMatrix &pDir, const FloatMatrix &toPDir) |
| Static Public Attributes inherited from oofem::StructuralMaterial | |
| static std::array< std::array< int, 3 >, 3 > | vIindex |
| Voigt index map. | |
| static std::array< std::array< int, 3 >, 3 > | svIndex |
| Symmetric Voigt index map. | |
Implementation of microplane damage material (According to M.Jirasek).
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Constructor. Creates Microplane Material belonging to domain d, with number n.
Definition at line 229 of file mdm.h.
References linearElasticMaterial, oofem::MaterialModelMapperInterface::MaterialModelMapperInterface(), mdm_Efp, mdm_Ep, oofem::MicroplaneMaterial::MicroplaneMaterial(), and oofem::StructuralNonlocalMaterialExtensionInterface::StructuralNonlocalMaterialExtensionInterface().
Referenced by give3dMaterialStiffnessMatrix(), giveMaterialStiffnessMatrix(), givePlaneStrainStiffMtrx(), givePlaneStressStiffMtrx(), giveRealStressVector_3d(), giveRealStressVector_PlaneStrain(), and giveRealStressVector_PlaneStress().
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Definition at line 538 of file mdm.C.
References oofem::FloatArray::at(), oofem::FloatMatrix::at(), COMPLIANCE_DAMAGE, formulation, oofem::FloatMatrix::giveNumberOfRows(), oofem::Material::giveStatus(), oofem::MDMStatus::giveTempDamageTensorEigenVals(), MAX_REL_COMPL_TRESHOLD, mdm_2d, mdm_3d, mdmMode, oofem::min(), OOFEM_ERROR, and STIFFNESS_DAMAGE.
Referenced by giveMaterialStiffnessMatrix().
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Definition at line 403 of file mdm.C.
References oofem::FloatArray::at(), COMPLIANCE_DAMAGE, formulation, mdm_2d, mdm_3d, mdmMode, OOFEM_ERROR, and STIFFNESS_DAMAGE.
Referenced by giveRealStressVector().
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Definition at line 264 of file mdm.C.
References oofem::FloatArray::at(), oofem::IntArray::at(), oofem::MicroplaneMaterial::computeNormalStrainComponent(), oofem::MicroplaneMaterial::computeShearLStrainComponent(), oofem::MicroplaneMaterial::computeShearMStrainComponent(), oofem::GaussPoint::giveMaterialMode(), giveRawMDMParameters(), oofem::Material::giveStatus(), HUGE_RELATIVE_COMPLIANCE, oofem::FloatArray::isNotEmpty(), LARGE_EXPONENT, linearElasticMaterial, nsd, OOFEM_ERROR, ParMd, type_dam, and type_soft.
Referenced by computeLocalDamageTensor().
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Definition at line 153 of file mdm.C.
References oofem::FloatMatrix::at(), oofem::NonlocalMaterialExtensionInterface::buildNonlocalPointTable(), computeLocalDamageTensor(), oofem::NonlocalMaterialExtensionInterface::endIPNonlocalAverage(), oofem::NonlocalMaterialStatusExtensionInterface::giveIntegrationScale(), oofem::NonlocalMaterialExtensionInterface::giveIPIntegrationList(), oofem::MDMStatus::giveLocalDamageTensorForAverage(), oofem::Material::giveStatus(), ndc, nonlocal, nsd, oofem::FloatMatrix::symmetrized(), oofem::FloatMatrix::times(), and oofem::NonlocalMaterialExtensionInterface::updateDomainBeforeNonlocAverage().
Referenced by giveRealStressVector().
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Definition at line 452 of file mdm.C.
References oofem::FloatArray::beProductOf(), linearElasticMaterial, mdm_3d, and mdmMode.
Referenced by giveRealStressVector().
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Definition at line 198 of file mdm.C.
References oofem::FloatArray::at(), oofem::FloatMatrix::at(), COMPLIANCE_DAMAGE, computeDamageOnPlane(), formulation, oofem::MDMStatus::giveMicroplaneDamage(), oofem::Material::giveStatus(), M_PI, oofem::MicroplaneMaterial::microplaneWeights, oofem::MicroplaneMaterial::N, ndc, oofem::MicroplaneMaterial::numberOfMicroplanes, OOFEM_ERROR, oofem::FloatMatrix::resize(), oofem::MDMStatus::setMicroplaneTempDamage(), STIFFNESS_DAMAGE, and oofem::FloatArray::times().
Referenced by computeDamageTensor(), and updateBeforeNonlocAverage().
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Definition at line 336 of file mdm.C.
References oofem::FloatMatrix::jaco_(), nsd, oofem::FloatArray::resize(), and oofem::FloatMatrix::resize().
Referenced by giveRealStressVector().
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Evaluates the basic nonlocal weight function for two points with given coordinates. This function is NOT normalized by the condition of unit integral.
| src | Coordinates of source point. |
| coord | Coordinates of receiver point. |
Reimplemented from oofem::NonlocalMaterialExtensionInterface.
Definition at line 1154 of file mdm.C.
References oofem::distance(), and R.
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Creates new copy of associated status and inserts it into given integration point.
| gp | Integration point where newly created status will be stored. |
Reimplemented from oofem::Material.
Definition at line 74 of file mdm.C.
References nsd, and oofem::MicroplaneMaterial::numberOfMicroplanes.
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Estimates the necessary pack size to hold all packed data of receiver.
Reimplemented from oofem::Material.
Definition at line 1323 of file mdm.C.
References oofem::FloatMatrix::givePackSize(), nonlocal, and nsd.
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Definition at line 921 of file mdm.C.
References FORMT33, FORMT44, FORMT66, and OOFEM_ERROR.
Referenced by rotateTensor4().
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Computes full 3d material stiffness matrix at given integration point, time, respecting load history in integration point.
| answer | Computed results. |
| mode | Material response mode. |
| gp | Integration point. |
| tStep | Time step (most models are able to respond only when tStep is current time step). |
Reimplemented from oofem::StructuralMaterial.
Definition at line 630 of file mdm.C.
References giveMaterialStiffnessMatrix(), and MDM().
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Implements oofem::FEMComponent.
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Setups the input record string of receiver.
| input | Dynamic input record to be filled by receiver. |
Reimplemented from oofem::Material.
Definition at line 855 of file mdm.C.
References _IFT_MDM_efp, _IFT_MDM_ep, _IFT_MDM_formulation, _IFT_MDM_ft, _IFT_MDM_gf, _IFT_MDM_mapper, _IFT_MDM_mode, _IFT_MDM_nonloc, _IFT_MDM_parmd, _IFT_MDM_r, _IFT_MDM_talpha, formulation, Ft, Gf, linearElasticMaterial, mapper2, mapperLST, mapperSFT, mapperType, mdm_Efp, mdm_Ep, mdmMode, nonlocal, ParMd, R, oofem::DynamicInputRecord::setField(), and tempDillatCoeff.
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Implements oofem::FEMComponent.
Definition at line 270 of file mdm.h.
References _IFT_MDM_Name.
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Interface requesting service.
Reimplemented from oofem::FEMComponent.
Definition at line 1288 of file mdm.C.
References oofem::MaterialModelMapperInterface::MaterialModelMapperInterface(), oofem::MaterialModelMapperInterfaceType, oofem::NonlocalMaterialExtensionInterfaceType, and oofem::StructuralNonlocalMaterialExtensionInterface::StructuralNonlocalMaterialExtensionInterface().
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Returns the integration point corresponding value in Reduced form.
| answer | Contain corresponding ip value, zero sized if not available. |
| gp | Integration point to which the value refers. |
| type | Determines the type of internal variable. |
| tStep | Determines the time step. |
Reimplemented from oofem::Material.
Definition at line 659 of file mdm.C.
References oofem::FloatArray::at(), oofem::FloatMatrix::at(), oofem::FloatMatrix::beInverseOf(), oofem::FloatMatrix::beProductOf(), COMPLIANCE_DAMAGE, formulation, oofem::MDMStatus::giveDamageTensor(), oofem::MDMStatus::giveDamageTensorEigenVals(), oofem::MDMStatus::giveMicroplaneDamageValues(), oofem::Material::giveStatus(), oofem::MDMStatus::giveTempDamageTensor(), oofem::MDMStatus::giveTempDamageTensorEigenVals(), ndc, nsd, oofem::FloatArray::resize(), and oofem::FloatArray::zero().
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FIXME: ask for 3d stiffness?
Definition at line 513 of file mdm.C.
References applyDamageToStiffness(), oofem::Material::giveStatus(), linearElasticMaterial, MDM(), and transformStiffnessfromPDC().
Referenced by give3dMaterialStiffnessMatrix(), givePlaneStrainStiffMtrx(), and givePlaneStressStiffMtrx().
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Method for computing plane strain stiffness matrix of receiver. Default implementation computes 3d stiffness matrix using give3dMaterialStiffnessMatrix and reduces it to plane strain stiffness using reduce method described above. However, this reduction is quite time consuming and if it is possible, it is recommended to overload this method and provide direct method for computing particular stiffness matrix. Note: as already described, if zero strain component is imposed (Plane strain, ..) this condition must be taken into account in geometrical relations, and corresponding component has to be included in reduced vector. (So plane strain conditions are \( \epsilon_z = \gamma_{xz} = \gamma_{yz} = 0 \), but relations for \( \epsilon_z\) and \(\sigma_z\) are included).
| answer | Stiffness matrix. |
| mmode | Material response mode. |
| gp | Integration point, which load history is used. |
| tStep | Time step (most models are able to respond only when tStep is current time step). |
Reimplemented from oofem::StructuralMaterial.
Definition at line 650 of file mdm.C.
References giveMaterialStiffnessMatrix(), and MDM().
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Method for computing plane stress stiffness matrix of receiver. Default implementation computes 3d stiffness matrix using give3dMaterialStiffnessMatrix and reduces it to plane stress stiffness using reduce method described above. However, this reduction is quite time consuming and if it is possible, it is recommended to overload this method and provide direct method for computing particular stiffness matrix.
| answer | Stiffness matrix. |
| mmode | Material response mode. |
| gp | Integration point, which load history is used. |
| tStep | Time step (most models are able to respond only when tStep is current time step). |
Reimplemented from oofem::StructuralMaterial.
Definition at line 641 of file mdm.C.
References giveMaterialStiffnessMatrix(), and MDM().
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Definition at line 972 of file mdm.C.
References oofem::FloatArray::at(), oofem::FloatMatrix::at(), oofem::StructuralMaterial::computePrincipalValDir(), oofem::MicroplaneMaterial::E, Ex, Ft, Gf, oofem::Element::giveCharacteristicLength(), oofem::GaussPoint::giveElement(), oofem::GaussPoint::giveMaterialMode(), linearElasticMaterial, oofem::max(), mdm_Efp, mdm_Ep, nonlocal, nsd, OOFEM_ERROR, ParMd, oofem::principal_strain, and R.
Referenced by computeDamageOnPlane().
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Computes the real stress vector for given total strain and integration point. The total strain is defined as strain computed directly from displacement field at given time. The stress independent parts (temperature, eigenstrains) are subtracted in constitutive driver. The service should use previously reached equilibrium history variables. Also it should update temporary history variables in status according to newly reached state. The temporary history variables are moved into equilibrium ones after global structure equilibrium has been reached by iteration process.
| answer | Stress vector in reduced form. For large deformations it is treated as the second Piola-Kirchoff stress. |
| gp | Integration point. |
| reducedStrain | Strain vector in reduced form. For large deformations it is treated as the Green-Lagrange strain. |
| tStep | Current time step (most models are able to respond only when tStep is current time step). |
Reimplemented from oofem::StructuralMaterial.
Definition at line 87 of file mdm.C.
References applyDamageTranformation(), oofem::FloatArray::at(), computeDamageTensor(), computeEffectiveStress(), computePDC(), oofem::GaussPoint::giveElement(), oofem::FEMComponent::giveNumber(), oofem::GaussPoint::giveNumber(), oofem::Material::giveStatus(), oofem::StructuralMaterial::giveStressDependentPartOfStrainVector(), oofem::StructuralMaterialStatus::letTempStrainVectorBe(), oofem::StructuralMaterialStatus::letTempStressVectorBe(), nsd, OOFEM_ERROR, oofem::MDMStatus::setTempDamageTensor(), oofem::MDMStatus::setTempDamageTensorEigenVals(), oofem::MDMStatus::setTempDamageTensorEigenVec(), transformStrainToPDC(), and transformStressFromPDC().
Referenced by giveRealStressVector_3d(), giveRealStressVector_PlaneStrain(), giveRealStressVector_PlaneStress(), and MMI_update().
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Default implementation relies on giveRealStressVector for second Piola-Kirchoff stress.
Reimplemented from oofem::StructuralMaterial.
Definition at line 242 of file mdm.h.
References giveRealStressVector(), and MDM().
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Default implementation relies on giveRealStressVector_3d.
Reimplemented from oofem::StructuralMaterial.
Definition at line 248 of file mdm.h.
References giveRealStressVector(), and MDM().
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Default implementation relies on giveRealStressVector_StressControl.
Reimplemented from oofem::StructuralMaterial.
Definition at line 254 of file mdm.h.
References giveRealStressVector(), and MDM().
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Returns a vector of coefficients of thermal dilatation in direction of each material principal (local) axis.
| answer | Vector of thermal dilatation coefficients. |
| gp | Integration point. |
| tStep | Time step (most models are able to respond only when tStep is current time step). |
Reimplemented from oofem::StructuralMaterial.
Definition at line 763 of file mdm.C.
References tempDillatCoeff.
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Determines, whether receiver has bounded weighting function (limited support).
Reimplemented from oofem::NonlocalMaterialExtensionInterface.
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Tests if material supports material mode.
| mode | Required material mode. |
Reimplemented from oofem::Material.
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Initializes internal data (integration weights, microplane normals and computes projection tensors).
| numberOfMicroplanes | Number of required microplanes. |
Reimplemented from oofem::MicroplaneMaterial.
Definition at line 1083 of file mdm.C.
References oofem::FloatArray::at(), oofem::MicroplaneMaterial::L, oofem::MicroplaneMaterial::M, M_PI, MAX_NUMBER_OF_MICROPLANES, mdm_2d, mdm_3d, mdmMode, oofem::MicroplaneMaterial::microplaneNormals, oofem::MicroplaneMaterial::microplaneWeights, oofem::MicroplaneMaterial::N, oofem::MicroplaneMaterial::numberOfMicroplanes, and OOFEM_ERROR.
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Initializes receiver according to object description stored in input record. This function is called immediately after creating object using constructor. Input record can be imagined as data record in component database belonging to receiver. Receiver may use value-name extracting functions to extract particular field from record. Note that initializeFrom may be called mutiple times.
| ir | Input record to initialize from. |
| priority | Priority of the input record. This is used to determine the order of initialization |
Reimplemented from oofem::Material.
Definition at line 775 of file mdm.C.
References _IFT_MDM_efp, _IFT_MDM_ep, _IFT_MDM_formulation, _IFT_MDM_ft, _IFT_MDM_gf, _IFT_MDM_mapper, _IFT_MDM_mode, _IFT_MDM_nonloc, _IFT_MDM_parmd, _IFT_MDM_r, _IFT_MDM_talpha, formulation, Ft, Gf, oofem::InputRecord::hasField(), IR_GIVE_FIELD, IR_GIVE_OPTIONAL_FIELD, linearElasticMaterial, mapper2, mapperLST, mapperSFT, mapperType, mdm_2d, mdm_3d, mdm_Efp, mdm_Ep, mdmMode, ndc, nonlocal, nsd, OOFEM_LOG_INFO, ParMd, R, and tempDillatCoeff.
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Finishes the mapping for given time step. Used to perform cleanup. Typically some mappers require to compute some global mesh data related to current step, which are valid for example to all IPs - so they are computed only once for all IPs, stored and they need to be deallocated. These mappers are typically class variables, but their finish is invoked by all members.
Implements oofem::MaterialModelMapperInterface.
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Maps the required internal state variables from old mesh oldd to given ip. The result is stored in gp status.
| gp | Integration point belonging to new domain which values will be mapped |
| oldd | Old mesh reference. |
| tStep | Time step. |
Implements oofem::MaterialModelMapperInterface.
Definition at line 1170 of file mdm.C.
References oofem::FloatArray::at(), oofem::IntArray::at(), COMPLIANCE_DAMAGE, oofem::IntArray::followedBy(), formulation, oofem::Domain::giveElement(), oofem::Element::giveMaterial(), oofem::FEMComponent::giveNumber(), oofem::Domain::giveNumberOfElements(), oofem::FloatArray::giveSize(), oofem::Material::giveStatus(), oofem::StructuralMaterialStatus::letTempStrainVectorBe(), oofem::StructuralMaterialStatus::letTempStressVectorBe(), mapper2, mapperLST, mapperSFT, mapperType, mdm_cpt, mdm_lst, mdm_sft, OOFEM_ERROR, oofem::IntArray::resize(), oofem::MDMStatus::setMicroplaneTempDamageValues(), sourceElemSet, and oofem::MDMStatus::updateYourself().
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Updates the required internal state variables from previously mapped values. The result is stored in gp status. This map and update splitting is necessary, for example for nonlocal models that local quantity to be averaged must be mapped in all integration points and then update can happen, because it may depend on nonlocal variable, which is computed from local values.
| gp | Integration point belonging to new domain which values will be mapped. |
| tStep | Time step. |
| elemGPVec | Vector passed to MMI_update at material level, probably computed from primary unknowns (for structural elements this represent strain vector). |
Implements oofem::MaterialModelMapperInterface.
Definition at line 1259 of file mdm.C.
References giveRealStressVector(), oofem::Material::giveStatus(), oofem::StructuralMaterialStatus::giveStrainVector(), and oofem::GaussPoint::updateYourself().
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Pack all necessary data of integration point (according to element parallel_mode) into given communication buffer. The nature of packed data is material model dependent. Typically, for material of "local" response (response depends only on integration point local state) no data are exchanged. For "nonlocal" constitutive models the send/receive of local values which undergo averaging is performed between local and corresponding remote elements.
| buff | Communication buffer. |
| tStep | Solution step. |
| ip | Integration point. |
Reimplemented from oofem::Material.
Definition at line 1300 of file mdm.C.
References oofem::NonlocalMaterialExtensionInterface::buildNonlocalPointTable(), oofem::CIO_OK, oofem::MDMStatus::giveLocalDamageTensorForAveragePtr(), oofem::Material::giveStatus(), oofem::FloatMatrix::storeYourself(), and oofem::NonlocalMaterialExtensionInterface::updateDomainBeforeNonlocAverage().
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Returns the weight representing relative computational cost of receiver The reference material model is linear isotropic material - its weight is set to 1.0 The other material models should compare to this reference model.
Reimplemented from oofem::Material.
Definition at line 1338 of file mdm.C.
References oofem::NonlocalMaterialStatusExtensionInterface::giveIntegrationDomainList(), oofem::Material::giveStatus(), nonlocal, and nsd.
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Returns the relative redistribution cost of the receiver
Reimplemented from oofem::Material.
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Definition at line 901 of file mdm.C.
References oofem::FloatMatrix::beProductOf(), formTransformationMatrix(), and oofem::FloatMatrix::giveNumberOfRows().
Referenced by transformStiffnessfromPDC().
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Definition at line 623 of file mdm.C.
References rotateTensor4().
Referenced by giveMaterialStiffnessMatrix().
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Definition at line 358 of file mdm.C.
References oofem::FloatArray::at(), E, oofem::GaussPoint::giveMaterialMode(), mdm_2d, mdm_3d, mdmMode, N, and oofem::FloatArray::resize().
Referenced by giveRealStressVector().
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Definition at line 472 of file mdm.C.
References oofem::FloatArray::at(), oofem::GaussPoint::giveMaterialMode(), mdm_2d, mdm_3d, mdmMode, Nt, oofem::FloatArray::resize(), and S.
Referenced by giveRealStressVector().
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Unpack and updates all necessary data of given integration point (according to element parallel_mode) into given communication buffer.
| buff | Communication buffer. |
| tStep | Solution step. |
| ip | Integration point. |
Reimplemented from oofem::Material.
Definition at line 1311 of file mdm.C.
References oofem::CIO_OK, oofem::Material::giveStatus(), oofem::FloatMatrix::restoreYourself(), and oofem::MDMStatus::setLocalDamageTensorForAverage().
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Declares the service updating local variables in given integration points, which take part in nonlocal average process. Because value of single integration point influences nonlocal variables in several near integration points, it is suitable to compute these variables only once. These should be stored in integration point associated statuses. The implementation is left on derived classes. Provide material local strain increment - as is provided to computeRealStresVector. This allows to update internal vars to be averaged to new state
| strainVector | Total strain vector in given integration point. |
| gp | Integration point to update. |
| tStep | Solution step indicating time of update. |
Implements oofem::StructuralNonlocalMaterialExtensionInterface.
Definition at line 1138 of file mdm.C.
References computeLocalDamageTensor(), and oofem::Material::giveStatus().
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Definition at line 182 of file mdm.h.
Referenced by applyDamageToStiffness(), applyDamageTranformation(), computeLocalDamageTensor(), giveInputRecord(), giveIPValue(), initializeFrom(), and MMI_map().
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Macroscopic tensile strength (necessary to determine Ep and Efp if not given).
Definition at line 180 of file mdm.h.
Referenced by giveInputRecord(), giveRawMDMParameters(), and initializeFrom().
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Fracture energy (necessary to determine Ep and Efp if not given).
Definition at line 178 of file mdm.h.
Referenced by giveInputRecord(), giveRawMDMParameters(), and initializeFrom().
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Reference to bulk (undamaged) material.
Definition at line 186 of file mdm.h.
Referenced by computeDamageOnPlane(), computeEffectiveStress(), giveInputRecord(), giveMaterialStiffnessMatrix(), giveRawMDMParameters(), initializeFrom(), and MDM().
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Mapper used to map stresses in adaptivity.
Definition at line 221 of file mdm.h.
Referenced by giveInputRecord(), initializeFrom(), MMI_finish(), and MMI_map().
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Definition at line 199 of file mdm.h.
Referenced by giveInputRecord(), initializeFrom(), MMI_finish(), and MMI_map().
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Mapper used to map internal variables in adaptivity.
Definition at line 198 of file mdm.h.
Referenced by giveInputRecord(), initializeFrom(), MMI_finish(), and MMI_map().
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Definition at line 203 of file mdm.h.
Referenced by giveInputRecord(), initializeFrom(), and MMI_map().
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Prescribed value of ef-ep.
Definition at line 173 of file mdm.h.
Referenced by giveInputRecord(), giveRawMDMParameters(), initializeFrom(), and MDM().
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Parameter controlling the elastic limit.
Definition at line 171 of file mdm.h.
Referenced by giveInputRecord(), giveRawMDMParameters(), initializeFrom(), and MDM().
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Definition at line 183 of file mdm.h.
Referenced by applyDamageToStiffness(), applyDamageTranformation(), computeEffectiveStress(), giveInputRecord(), initializeData(), initializeFrom(), transformStrainToPDC(), and transformStressFromPDC().
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Number of damage components.
Definition at line 165 of file mdm.h.
Referenced by computeDamageTensor(), computeLocalDamageTensor(), giveIPValue(), and initializeFrom().
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Flag indicating local or nonlocal mode.
Definition at line 189 of file mdm.h.
Referenced by computeDamageTensor(), estimatePackSize(), giveInputRecord(), giveRawMDMParameters(), initializeFrom(), and predictRelativeComputationalCost().
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Number of spatial dimensions.
Definition at line 166 of file mdm.h.
Referenced by computeDamageOnPlane(), computeDamageTensor(), computePDC(), CreateStatus(), estimatePackSize(), giveIPValue(), giveRawMDMParameters(), giveRealStressVector(), initializeFrom(), and predictRelativeComputationalCost().
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THREAD UNSAFE. These are modified when evaluating the material. Why? This must be avoided at all cost.
(m/E*Ep)
Definition at line 174 of file mdm.h.
Referenced by computeDamageOnPlane(), giveInputRecord(), giveRawMDMParameters(), and initializeFrom().
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Interaction radius, related to the nonlocal characteristic length of material.
Definition at line 191 of file mdm.h.
Referenced by computeWeightFunction(), giveInputRecord(), giveRawMDMParameters(), and initializeFrom().
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Temperature dilatation coeff.
Definition at line 175 of file mdm.h.
Referenced by giveInputRecord(), giveThermalDilatationVector(), and initializeFrom().
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Definition at line 167 of file mdm.h.
Referenced by computeDamageOnPlane().
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Definition at line 168 of file mdm.h.
Referenced by computeDamageOnPlane().