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OOFEM 3.0
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#include <blatzkomaterial.h>
Public Member Functions | |
| BlatzKoMaterial (int n, Domain *d) | |
| void | initializeFrom (InputRecord &ir) override |
| FloatMatrixF< 6, 6 > | give3dMaterialStiffnessMatrix (MatResponseMode mode, GaussPoint *gp, 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. | |
| FloatMatrixF< 9, 9 > | give3dMaterialStiffnessMatrix_dPdF (MatResponseMode, GaussPoint *gp, TimeStep *tStep) const override |
| FloatArrayF< 9 > | giveFirstPKStressVector_3d (const FloatArrayF< 9 > &vF, GaussPoint *gp, TimeStep *tStep) const override |
| Default implementation relies on giveRealStressVector for second Piola-Kirchoff stress. | |
| std::unique_ptr< MaterialStatus > | CreateStatus (GaussPoint *gp) const override |
| const char * | giveInputRecordName () const override |
| const char * | giveClassName () const 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 void | giveRealStressVector (FloatArray &answer, GaussPoint *gp, const FloatArray &reducedStrain, TimeStep *tStep) const |
| virtual FloatArrayF< 4 > | giveRealStressVector_PlaneStrain (const FloatArrayF< 4 > &strain, GaussPoint *gp, TimeStep *tStep) const |
| Default implementation relies on giveRealStressVector_3d. | |
| 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< 3 > | giveRealStressVector_PlaneStress (const FloatArrayF< 3 > &reducedE, GaussPoint *gp, TimeStep *tStep) const |
| Default implementation relies on giveRealStressVector_StressControl. | |
| 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< 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) |
| virtual FloatArrayF< 6 > | giveThermalDilatationVector (GaussPoint *gp, TimeStep *tStep) const |
| 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 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< 3, 3 > | givePlaneStressStiffMtrx (MatResponseMode mmode, GaussPoint *gp, TimeStep *tStep) const |
| 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< 4, 4 > | givePlaneStrainStiffMtrx (MatResponseMode mmode, GaussPoint *gp, TimeStep *tStep) const |
| 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 int | packUnknowns (DataStream &buff, TimeStep *tStep, GaussPoint *ip) |
| virtual int | unpackAndUpdateUnknowns (DataStream &buff, TimeStep *tStep, GaussPoint *ip) |
| virtual int | estimatePackSize (DataStream &buff, GaussPoint *ip) |
| virtual double | predictRelativeComputationalCost (GaussPoint *gp) |
| virtual double | predictRelativeRedistributionCost (GaussPoint *gp) |
| 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) |
| virtual Interface * | giveInterface (InterfaceType t) |
| std::string | errorInfo (const char *func) const |
| Returns string for prepending output (used by error reporting macros). | |
| Public Member Functions inherited from oofem::BaseHyperElasticMaterial | |
| BaseHyperElasticMaterial () | |
| ~BaseHyperElasticMaterial () | |
| void | initializeFrom (InputRecord &ir) |
| initialization for the input file | |
| double | compute_I1_C_from_F (const Tensor2_3d &F) const |
| double | compute_I2_C_from_F (const Tensor2_3d &F) const |
| double | compute_I3_C_from_F (const Tensor2_3d &F) const |
| double | compute_I1_C_from_C (const Tensor2_3d &C) const |
| double | compute_I2_C_from_C (const Tensor2_3d &C) const |
| double | compute_I3_C_from_C (const Tensor2_3d &C) const |
| Tensor2_3d | compute_dI1_C_dF (const Tensor2_3d &F) const |
| Tensor2_3d | compute_dI2_C_dF (const Tensor2_3d &F) const |
| Tensor2_3d | compute_dI3_C_dF (const Tensor2_3d &F) const |
| Tensor2_3d | compute_dJ_dF (const Tensor2_3d &F) const |
| Tensor4_3d | compute_d2I1_C_dF2 (const Tensor2_3d &F) const |
| Tensor4_3d | compute_d2I2_C_dF2 (const Tensor2_3d &F) const |
| Tensor4_3d | compute_d2I3_C_dF2 (const Tensor2_3d &F) const |
| double | compute_I1_Cdev_from_F (const Tensor2_3d &F) const |
| double | compute_I2_Cdev_from_F (const Tensor2_3d &F) const |
| Tensor2_3d | compute_dI1_Cdev_dF (const Tensor2_3d &F) const |
| Tensor2_3d | compute_dI2_Cdev_dF (const Tensor2_3d &F) const |
| Tensor4_3d | compute_d2I1_Cdev_dF2 (const Tensor2_3d &F) const |
| Tensor4_3d | compute_d2I2_Cdev_dF2 (const Tensor2_3d &F) const |
| Tensor4_3d | compute_d2J_dF2 (const Tensor2_3d &F) const |
| Tensor2_3d | compute_dVolumetricEnergy_dF (const Tensor2_3d &F) const |
| Tensor4_3d | compute_d2VolumetricEnergy_dF2 (const Tensor2_3d &F) const |
Protected Attributes | |
| double | mu |
| Shear modulus. | |
| 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::BaseHyperElasticMaterial | |
| double | K = 0 |
| Bulk modulus. | |
| VolumetricEnergyType | VET_Type = VET_Logarithmic |
| volumetric energy type | |
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. | |
| Protected Types inherited from oofem::BaseHyperElasticMaterial | |
| enum | VolumetricEnergyType { VET_Logarithmic = 0 } |
This class implements the Blatz-Ko model for porous materials. The Blatz-Ko strain energy density function is useful for modeling compressible foam type rubbers and can be expressed as:
\[ W = \mu\left(\frac{I_2}{I_3}+2\sqrt{I_3}-5\right)\]
The model contains only one parametr, shear modulus, Poisson's ratio is fixed to 0.25
Definition at line 59 of file blatzkomaterial.h.
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inline |
Definition at line 66 of file blatzkomaterial.h.
References oofem::BaseHyperElasticMaterial::BaseHyperElasticMaterial(), and oofem::StructuralMaterial::StructuralMaterial().
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overridevirtual |
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 90 of file blatzkomaterial.C.
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inlineoverridevirtual |
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 70 of file blatzkomaterial.h.
References OOFEM_ERROR.
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overridevirtual |
Reimplemented from oofem::StructuralMaterial.
Definition at line 52 of file blatzkomaterial.C.
References oofem::BaseHyperElasticMaterial::compute_d2I2_C_dF2(), oofem::BaseHyperElasticMaterial::compute_d2I3_C_dF2(), oofem::BaseHyperElasticMaterial::compute_dI2_C_dF(), oofem::BaseHyperElasticMaterial::compute_dI3_C_dF(), oofem::BaseHyperElasticMaterial::compute_I2_C_from_F(), oofem::BaseHyperElasticMaterial::compute_I3_C_from_F(), oofem::Material::giveStatus(), oofem::StructuralMaterialStatus::giveTempFVector(), i_3, j_3, k_3, l_3, mu, and oofem::Tensor4_3d::to_voigt_form().
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inlineoverridevirtual |
Implements oofem::FEMComponent.
Definition at line 83 of file blatzkomaterial.h.
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overridevirtual |
Default implementation relies on giveRealStressVector for second Piola-Kirchoff stress.
Reimplemented from oofem::StructuralMaterial.
Definition at line 73 of file blatzkomaterial.C.
References oofem::BaseHyperElasticMaterial::compute_dI2_C_dF(), oofem::BaseHyperElasticMaterial::compute_dI3_C_dF(), oofem::BaseHyperElasticMaterial::compute_I2_C_from_F(), oofem::BaseHyperElasticMaterial::compute_I3_C_from_F(), oofem::Material::giveStatus(), i_3, j_3, oofem::StructuralMaterialStatus::letTempFVectorBe(), oofem::StructuralMaterialStatus::letTempPVectorBe(), mu, and oofem::Tensor2_3d::to_voigt_form().
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inlineoverridevirtual |
Implements oofem::FEMComponent.
Definition at line 82 of file blatzkomaterial.h.
References _IFT_BlatzKoMaterial_Name.
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inlineoverridevirtual |
Default implementation relies on giveRealStressVector for second Piola-Kirchoff stress.
Reimplemented from oofem::StructuralMaterial.
Definition at line 72 of file blatzkomaterial.h.
References OOFEM_ERROR.
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overridevirtual |
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::FEMComponent.
Definition at line 44 of file blatzkomaterial.C.
References _IFT_BlatzKoMaterial_mu, oofem::StructuralMaterial::initializeFrom(), IR_GIVE_FIELD, and mu.
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protected |
Shear modulus.
Definition at line 63 of file blatzkomaterial.h.
Referenced by give3dMaterialStiffnessMatrix_dPdF(), giveFirstPKStressVector_3d(), and initializeFrom().