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OOFEM 3.0
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#include <linearelasticmaterial.h>
Public Member Functions | |
| LinearElasticMaterial (int n, Domain *d) | |
| Constructor. | |
| void | initializeFrom (InputRecord &ir) override |
| void | giveInputRecord (DynamicInputRecord &input) override |
| const FloatMatrixF< 6, 6 > & | giveTangent () const |
| const FloatArrayF< 6 > & | giveAlpha () const |
| void | computesSubTangents () |
| FloatMatrixF< 6, 6 > | give3dMaterialStiffnessMatrix (MatResponseMode mode, GaussPoint *gp, TimeStep *tStep) const override |
| FloatArrayF< 6 > | giveThermalDilatationVector (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. | |
| virtual FloatArrayF< 6 > | giveRealStressVector_3dDegeneratedShell (const FloatArrayF< 6 > &reducedF, GaussPoint *gp, TimeStep *tStep) const |
| FloatArrayF< 3 > | giveRealStressVector_PlaneStress (const FloatArrayF< 3 > &reducedStrain, GaussPoint *gp, TimeStep *tStep) const override |
| Default implementation relies on giveRealStressVector_StressControl. | |
| FloatArrayF< 1 > | giveRealStressVector_1d (const FloatArrayF< 1 > &reducedStrain, GaussPoint *gp, TimeStep *tStep) const override |
| Default implementation relies on giveRealStressVector_StressControl. | |
| FloatArrayF< 2 > | giveRealStressVector_Warping (const FloatArrayF< 2 > &reducedStrain, GaussPoint *gp, TimeStep *tStep) const override |
| Default implementation relies on giveRealStressVector_StressControl. | |
| FloatArrayF< 2 > | giveRealStressVector_2dBeamLayer (const FloatArrayF< 2 > &reducedE, GaussPoint *gp, TimeStep *tStep) const override |
| Default implementation relies on giveRealStressVector_StressControl. | |
| FloatArrayF< 5 > | giveRealStressVector_PlateLayer (const FloatArrayF< 5 > &reducedE, GaussPoint *gp, TimeStep *tStep) const override |
| Default implementation relies on giveRealStressVector_StressControl. | |
| FloatArrayF< 3 > | giveRealStressVector_Fiber (const FloatArrayF< 3 > &reducedE, GaussPoint *gp, TimeStep *tStep) const override |
| Default implementation relies on giveRealStressVector_StressControl. | |
| void | giveEshelbyStressVector_PlaneStrain (FloatArray &answer, GaussPoint *gp, const FloatArray &reducedF, TimeStep *tStep) override |
| double | giveEnergyDensity (GaussPoint *gp, TimeStep *tStep) |
| int | giveIPValue (FloatArray &answer, GaussPoint *gp, InternalStateType type, TimeStep *tStep) override |
| std::unique_ptr< MaterialStatus > | CreateStatus (GaussPoint *gp) const override |
| virtual double | giveShearModulus () const |
| bool | hasCastingTimeSupport () 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_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) |
| 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< 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 |
| 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. | |
| virtual const char * | giveInputRecordName () const =0 |
| 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). | |
Protected Attributes | |
| double | preCastStiffnessReduction = 0. |
| artificial isotropic damage to reflect reduction in stiffness for time < castingTime. | |
| FloatMatrixF< 6, 6 > | tangent |
| Preconstructed 3d tangent. | |
| FloatMatrixF< 4, 4 > | tangentPlaneStrain |
| FloatMatrixF< 3, 3 > | tangentPlaneStress |
| FloatArrayF< 6 > | alpha |
| Thermal expansion. | |
| 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. | |
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. | |
This class is a abstract base class for all linear elastic material models in a finite element problem. A material is an attribute of a domain. It is usually also attribute of many elements. Efficient implementation of services for obtaining characteristic matrices for several material modes is provided depending on other abstract services. Also general implementation of giveRealStressVector service is provided, computing the stress increment vector from strain increment multiplied by stiffness.
Tasks:
Definition at line 65 of file linearelasticmaterial.h.
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inline |
Constructor.
Definition at line 81 of file linearelasticmaterial.h.
References oofem::StructuralMaterial::StructuralMaterial().
Referenced by oofem::AnisotropicLinearElasticMaterial::AnisotropicLinearElasticMaterial(), oofem::IsotropicLinearElasticMaterial::IsotropicLinearElasticMaterial(), oofem::IsotropicLinearElasticMaterial::IsotropicLinearElasticMaterial(), and oofem::OrthotropicLinearElasticMaterial::OrthotropicLinearElasticMaterial().
| void oofem::LinearElasticMaterial::computesSubTangents | ( | ) |
Computes the plane strain and plane stress tangents from the 3D tangent.
Definition at line 62 of file linearelasticmaterial.C.
References oofem::inv(), tangent, tangentPlaneStrain, and tangentPlaneStress.
Referenced by oofem::AnisotropicLinearElasticMaterial::initializeFrom(), oofem::OrthotropicLinearElasticMaterial::initializeFrom(), and oofem::IsotropicLinearElasticMaterial::initTangents().
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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 420 of file linearelasticmaterial.C.
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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.
Reimplemented in oofem::OrthotropicLinearElasticMaterial.
Definition at line 82 of file linearelasticmaterial.C.
References oofem::TimeStep::giveIntrinsicTime(), preCastStiffnessReduction, and tangent.
Referenced by giveRealStressVector_3d(), and giveRealStressVector_3dDegeneratedShell().
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inline |
Definition at line 87 of file linearelasticmaterial.h.
References alpha.
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inlineoverridevirtual |
Implements oofem::FEMComponent.
Reimplemented in oofem::OrthotropicLinearElasticMaterial.
Definition at line 116 of file linearelasticmaterial.h.
| double oofem::LinearElasticMaterial::giveEnergyDensity | ( | GaussPoint * | gp, |
| TimeStep * | tStep ) |
Definition at line 386 of file linearelasticmaterial.C.
References oofem::FloatArray::dotProduct(), oofem::Material::giveStatus(), oofem::StructuralMaterialStatus::giveTempStrainVector(), and oofem::StructuralMaterialStatus::giveTempStressVector().
Referenced by giveEshelbyStressVector_PlaneStrain(), and giveIPValue().
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overridevirtual |
Prototype for computation of Eshelby stress. No default implementation is provided.
Reimplemented from oofem::StructuralMaterial.
Definition at line 345 of file linearelasticmaterial.C.
References oofem::FloatMatrix::beMatrixForm(), oofem::FloatMatrix::beMatrixFormOfStress(), oofem::FloatMatrix::beTProductOf(), oofem::FloatArray::beVectorForm(), giveEnergyDensity(), oofem::Material::giveStatus(), oofem::StructuralMaterialStatus::giveTempStressVector(), and oofem::FloatMatrix::negated().
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overridevirtual |
Setups the input record string of receiver.
| input | Dynamic input record to be filled by receiver. |
Reimplemented from oofem::FEMComponent.
Reimplemented in oofem::OrthotropicLinearElasticMaterial.
Definition at line 55 of file linearelasticmaterial.C.
References _IFT_LinearElasticMaterial_preCastStiffRed, preCastStiffnessReduction, and oofem::DynamicInputRecord::setField().
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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 396 of file linearelasticmaterial.C.
References oofem::FloatArray::at(), oofem::StructuralMaterial::computeStressIndependentStrainVector_3d(), giveEnergyDensity(), oofem::Material::giveStatus(), oofem::StructuralMaterialStatus::giveStrainVector(), oofem::StructuralMaterial::giveStressDependentPartOfStrainVector(), oofem::FloatArray::resize(), and oofem::FloatArray::zero().
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overridevirtual |
Default implementation relies on giveRealStressVector_StressControl.
Reimplemented from oofem::StructuralMaterial.
Definition at line 194 of file linearelasticmaterial.C.
References oofem::FloatArray::add(), oofem::FloatArray::beProductOf(), oofem::Material::castingTime, oofem::StructuralMaterial::give1dStressStiffMtrx(), oofem::Material::giveStatus(), and oofem::StructuralMaterial::giveStressDependentPartOfStrainVector().
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overridevirtual |
Default implementation relies on giveRealStressVector_StressControl.
Reimplemented from oofem::StructuralMaterial.
Definition at line 265 of file linearelasticmaterial.C.
References oofem::FloatArray::add(), oofem::FloatArray::beDifferenceOf(), oofem::FloatArray::beProductOf(), oofem::Material::castingTime, oofem::StructuralMaterial::give2dBeamLayerStiffMtrx(), oofem::Material::giveStatus(), and oofem::StructuralMaterial::giveStressDependentPartOfStrainVector().
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overridevirtual |
Default implementation relies on giveRealStressVector for second Piola-Kirchoff stress.
Reimplemented from oofem::StructuralMaterial.
Definition at line 102 of file linearelasticmaterial.C.
References oofem::Material::castingTime, oofem::StructuralMaterial::computeStressIndependentStrainVector_3d(), oofem::dot(), give3dMaterialStiffnessMatrix(), and oofem::Material::giveStatus().
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virtual |
Definition at line 128 of file linearelasticmaterial.C.
References oofem::Material::castingTime, oofem::StructuralMaterial::computeStressIndependentStrainVector_3d(), oofem::dot(), give3dMaterialStiffnessMatrix(), and oofem::Material::giveStatus().
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overridevirtual |
Default implementation relies on giveRealStressVector_StressControl.
Reimplemented from oofem::StructuralMaterial.
Definition at line 319 of file linearelasticmaterial.C.
References oofem::FloatArray::add(), oofem::FloatArray::beProductOf(), oofem::Material::castingTime, oofem::StructuralMaterial::giveFiberStiffMtrx(), oofem::Material::giveStatus(), and oofem::StructuralMaterial::giveStressDependentPartOfStrainVector().
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overridevirtual |
Default implementation relies on giveRealStressVector_StressControl.
Reimplemented from oofem::StructuralMaterial.
Definition at line 167 of file linearelasticmaterial.C.
References oofem::FloatArray::add(), oofem::FloatArray::beProductOf(), oofem::Material::castingTime, oofem::StructuralMaterial::givePlaneStressStiffMtrx(), oofem::Material::giveStatus(), and oofem::StructuralMaterial::giveStressDependentPartOfStrainVector().
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overridevirtual |
Default implementation relies on giveRealStressVector_StressControl.
Reimplemented from oofem::StructuralMaterial.
Definition at line 292 of file linearelasticmaterial.C.
References oofem::FloatArray::add(), oofem::FloatArray::beDifferenceOf(), oofem::FloatArray::beProductOf(), oofem::Material::castingTime, oofem::StructuralMaterial::givePlateLayerStiffMtrx(), oofem::Material::giveStatus(), and oofem::StructuralMaterial::giveStressDependentPartOfStrainVector().
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Default implementation relies on giveRealStressVector_StressControl.
Reimplemented from oofem::StructuralMaterial.
Definition at line 220 of file linearelasticmaterial.C.
References oofem::FloatArray::at(), oofem::FloatArrayF< N >::at(), oofem::FloatArray::beDifferenceOf(), oofem::Material::castingTime, oofem::Element::computeGlobalCoordinates(), oofem::GaussPoint::giveElement(), oofem::TimeStep::giveIntrinsicTime(), oofem::GaussPoint::giveNaturalCoordinates(), giveShearModulus(), oofem::Material::giveStatus(), and preCastStiffnessReduction.
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Reimplemented in oofem::IsotropicLinearElasticMaterial.
Definition at line 114 of file linearelasticmaterial.h.
Referenced by giveRealStressVector_Warping().
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Definition at line 86 of file linearelasticmaterial.h.
References tangent.
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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.
Reimplemented in oofem::OrthotropicLinearElasticMaterial.
Definition at line 95 of file linearelasticmaterial.C.
References alpha.
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Tests if material supports casting time
Reimplemented from oofem::Material.
Definition at line 115 of file linearelasticmaterial.h.
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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::FEMComponent.
Reimplemented in oofem::OrthotropicLinearElasticMaterial.
Definition at line 45 of file linearelasticmaterial.C.
References _IFT_LinearElasticMaterial_preCastStiffRed, IR_GIVE_OPTIONAL_FIELD, and preCastStiffnessReduction.
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Thermal expansion.
Definition at line 77 of file linearelasticmaterial.h.
Referenced by giveAlpha(), oofem::AnisotropicLinearElasticMaterial::giveInputRecord(), giveThermalDilatationVector(), oofem::OrthotropicLinearElasticMaterial::giveThermalDilatationVector(), oofem::AnisotropicLinearElasticMaterial::initializeFrom(), oofem::OrthotropicLinearElasticMaterial::initializeFrom(), and oofem::IsotropicLinearElasticMaterial::initTangents().
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artificial isotropic damage to reflect reduction in stiffness for time < castingTime.
Definition at line 69 of file linearelasticmaterial.h.
Referenced by oofem::IsotropicLinearElasticMaterial::give1dStressStiffMtrx(), give3dMaterialStiffnessMatrix(), oofem::OrthotropicLinearElasticMaterial::give3dMaterialStiffnessMatrix(), giveInputRecord(), oofem::IsotropicLinearElasticMaterial::givePlaneStrainStiffMtrx(), oofem::IsotropicLinearElasticMaterial::givePlaneStressStiffMtrx(), giveRealStressVector_Warping(), and initializeFrom().
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Preconstructed 3d tangent.
Definition at line 72 of file linearelasticmaterial.h.
Referenced by computesSubTangents(), give3dMaterialStiffnessMatrix(), oofem::OrthotropicLinearElasticMaterial::give3dMaterialStiffnessMatrix(), oofem::AnisotropicLinearElasticMaterial::giveInputRecord(), giveTangent(), oofem::AnisotropicLinearElasticMaterial::initializeFrom(), oofem::OrthotropicLinearElasticMaterial::initializeFrom(), and oofem::IsotropicLinearElasticMaterial::initTangents().
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Definition at line 73 of file linearelasticmaterial.h.
Referenced by computesSubTangents(), and oofem::IsotropicLinearElasticMaterial::givePlaneStrainStiffMtrx().
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Definition at line 74 of file linearelasticmaterial.h.
Referenced by computesSubTangents(), and oofem::IsotropicLinearElasticMaterial::givePlaneStressStiffMtrx().