OOFEM
2.4
OOFEM.org - Object Oriented Finite Element Solver
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This class is a abstract base class for all linear elastic material models in a finite element problem. More...
#include <linearelasticmaterial.h>
Public Member Functions | |
LinearElasticMaterial (int n, Domain *d) | |
Constructor. More... | |
virtual | ~LinearElasticMaterial () |
Destructor. More... | |
virtual IRResultType | initializeFrom (InputRecord *ir) |
Initializes receiver according to object description stored in input record. More... | |
virtual void | giveInputRecord (DynamicInputRecord &input) |
Setups the input record string of receiver. More... | |
virtual void | giveRealStressVector_3d (FloatArray &answer, GaussPoint *gp, const FloatArray &strain, TimeStep *tStep) |
Default implementation relies on giveRealStressVector for second Piola-Kirchoff stress. More... | |
virtual void | giveRealStressVector_PlaneStrain (FloatArray &answer, GaussPoint *gp, const FloatArray &reducedStrain, TimeStep *tStep) |
Default implementation relies on giveRealStressVector_3d. More... | |
virtual void | giveRealStressVector_3dDegeneratedShell (FloatArray &answer, GaussPoint *gp, const FloatArray &reducedF, TimeStep *tStep) |
virtual void | giveRealStressVector_PlaneStress (FloatArray &answer, GaussPoint *gp, const FloatArray &reducedStrain, TimeStep *tStep) |
Default implementation relies on giveRealStressVector_StressControl. More... | |
virtual void | giveRealStressVector_1d (FloatArray &answer, GaussPoint *gp, const FloatArray &reducedStrain, TimeStep *tStep) |
Default implementation relies on giveRealStressVector_StressControl. More... | |
virtual void | giveRealStressVector_Warping (FloatArray &answer, GaussPoint *gp, const FloatArray &reducedStrain, TimeStep *tStep) |
Default implementation relies on giveRealStressVector_StressControl. More... | |
virtual void | giveRealStressVector_2dBeamLayer (FloatArray &answer, GaussPoint *gp, const FloatArray &reducedE, TimeStep *tStep) |
Default implementation relies on giveRealStressVector_StressControl. More... | |
virtual void | giveRealStressVector_PlateLayer (FloatArray &answer, GaussPoint *gp, const FloatArray &reducedE, TimeStep *tStep) |
Default implementation relies on giveRealStressVector_StressControl. More... | |
virtual void | giveRealStressVector_Fiber (FloatArray &answer, GaussPoint *gp, const FloatArray &reducedE, TimeStep *tStep) |
Default implementation relies on giveRealStressVector_StressControl. More... | |
virtual void | giveEshelbyStressVector_PlaneStrain (FloatArray &answer, GaussPoint *gp, const FloatArray &reducedF, TimeStep *tStep) |
Prototype for computation of Eshelby stress. More... | |
double | giveEnergyDensity (GaussPoint *gp, TimeStep *tStep) |
virtual int | giveIPValue (FloatArray &answer, GaussPoint *gp, InternalStateType type, TimeStep *tStep) |
Returns the integration point corresponding value in Reduced form. More... | |
virtual MaterialStatus * | CreateStatus (GaussPoint *gp) const |
Creates new copy of associated status and inserts it into given integration point. More... | |
virtual double | giveShearModulus () |
virtual int | hasNonLinearBehaviour () |
Returns nonzero if receiver is non linear. More... | |
virtual int | hasCastingTimeSupport () |
Tests if material supports casting time. More... | |
virtual const char * | giveClassName () const |
Public Member Functions inherited from oofem::StructuralMaterial | |
StructuralMaterial (int n, Domain *d) | |
Constructor. More... | |
virtual | ~StructuralMaterial () |
Destructor. More... | |
virtual int | hasMaterialModeCapability (MaterialMode mode) |
Tests if material supports material mode. More... | |
virtual void | giveStiffnessMatrix (FloatMatrix &answer, MatResponseMode mode, GaussPoint *gp, TimeStep *tStep) |
Computes the stiffness matrix for giveRealStressVector of receiver in given integration point, respecting its history. More... | |
virtual void | giveRealStressVector (FloatArray &answer, GaussPoint *gp, const FloatArray &reducedStrain, TimeStep *tStep) |
Computes the real stress vector for given total strain and integration point. More... | |
virtual void | giveRealStressVector_StressControl (FloatArray &answer, GaussPoint *gp, const FloatArray &reducedE, const IntArray &strainControl, TimeStep *tStep) |
Iteratively calls giveRealStressVector_3d to find the stress controlled equal to zero· More... | |
virtual void | giveRealStressVector_ShellStressControl (FloatArray &answer, GaussPoint *gp, const FloatArray &reducedE, const IntArray &strainControl, TimeStep *tStep) |
virtual void | giveRealStressVector_Lattice2d (FloatArray &answer, GaussPoint *gp, const FloatArray &reducedE, TimeStep *tStep) |
virtual void | giveRealStressVector_Lattice3d (FloatArray &answer, GaussPoint *gp, const FloatArray &reducedE, TimeStep *tStep) |
virtual void | giveRealStressVector_2dPlateSubSoil (FloatArray &answer, GaussPoint *gp, const FloatArray &reducedE, TimeStep *tStep) |
Default implementation is not provided. More... | |
virtual void | giveRealStressVector_3dBeamSubSoil (FloatArray &answer, GaussPoint *gp, const FloatArray &reducedE, TimeStep *tStep) |
void | give_dPdF_from (const FloatMatrix &dSdE, FloatMatrix &answer, GaussPoint *gp) |
void | convert_dSdE_2_dPdF (FloatMatrix &answer, const FloatMatrix &dSdE, const FloatArray &S, const FloatArray &F, MaterialMode matMode) |
virtual void | giveThermalDilatationVector (FloatArray &answer, GaussPoint *gp, TimeStep *tStep) |
Returns a vector of coefficients of thermal dilatation in direction of each material principal (local) axis. More... | |
double | giveReferenceTemperature () |
Returns the reference temperature of receiver. More... | |
virtual void | computeStressIndependentStrainVector (FloatArray &answer, GaussPoint *gp, TimeStep *tStep, ValueModeType mode) |
Computes reduced strain vector in given integration point, generated by internal processes in material, which are independent on loading in particular integration point. More... | |
virtual void | computeStressIndependentStrainVector_3d (FloatArray &answer, GaussPoint *gp, TimeStep *tStep, ValueModeType mode) |
virtual void | give3dMaterialStiffnessMatrix (FloatMatrix &answer, MatResponseMode mode, GaussPoint *gp, TimeStep *tStep) |
Computes full 3d material stiffness matrix at given integration point, time, respecting load history in integration point. More... | |
virtual void | give3dMaterialStiffnessMatrix_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) |
Method for subtracting from reduced space strain vector its stress-independent parts (caused by temperature, shrinkage, creep and possibly by other phenomena). More... | |
void | giveStressDependentPartOfStrainVector_3d (FloatArray &answer, GaussPoint *gp, const FloatArray &reducedStrainVector, TimeStep *tStep, ValueModeType mode) |
virtual int | setIPValue (const FloatArray &value, GaussPoint *gp, InternalStateType type) |
Sets the value of a certain variable at a given integration point to the given value. More... | |
virtual void | give2dBeamLayerStiffMtrx (FloatMatrix &answer, MatResponseMode mmode, GaussPoint *gp, TimeStep *tStep) |
Method for computing 2d beam layer stiffness matrix of receiver. More... | |
virtual void | givePlateLayerStiffMtrx (FloatMatrix &answer, MatResponseMode mmode, GaussPoint *gp, TimeStep *tStep) |
Method for computing 2d plate layer stiffness matrix of receiver. More... | |
virtual void | giveFiberStiffMtrx (FloatMatrix &answer, MatResponseMode mmode, GaussPoint *gp, TimeStep *tStep) |
Method for computing 1d fiber stiffness matrix of receiver. More... | |
virtual void | give2dLatticeStiffMtrx (FloatMatrix &answer, MatResponseMode mmode, GaussPoint *gp, TimeStep *tStep) |
Method for computing 2d lattice stiffness matrix of receiver. More... | |
virtual void | give3dLatticeStiffMtrx (FloatMatrix &answer, MatResponseMode mmode, GaussPoint *gp, TimeStep *tStep) |
Method for computing 3d lattice stiffness matrix of receiver. More... | |
virtual void | give2dPlateSubSoilStiffMtrx (FloatMatrix &answer, MatResponseMode mmode, GaussPoint *gp, TimeStep *tStep) |
Method for computing stiffness matrix of plate subsoil model. More... | |
virtual void | give3dBeamSubSoilStiffMtrx (FloatMatrix &answer, MatResponseMode mmode, GaussPoint *gp, TimeStep *tStep) |
Method for computing stiffness matrix of beam3d subsoil model. More... | |
virtual void | giveFirstPKStressVector_3d (FloatArray &answer, GaussPoint *gp, const FloatArray &reducedF, TimeStep *tStep) |
Default implementation relies on giveRealStressVector for second Piola-Kirchoff stress. More... | |
virtual void | giveFirstPKStressVector_PlaneStrain (FloatArray &answer, GaussPoint *gp, const FloatArray &reducedF, TimeStep *tStep) |
Default implementation relies on giveFirstPKStressVector_3d. More... | |
virtual void | giveFirstPKStressVector_PlaneStress (FloatArray &answer, GaussPoint *gp, const FloatArray &reducedF, TimeStep *tStep) |
Default implementation relies on giveFirstPKStressVector_3d. More... | |
virtual void | giveFirstPKStressVector_1d (FloatArray &answer, GaussPoint *gp, const FloatArray &reducedF, TimeStep *tStep) |
Default implementation relies on giveFirstPKStressVector_3d. More... | |
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 | givePlaneStressStiffMtrx (FloatMatrix &answer, MatResponseMode mmode, GaussPoint *gp, TimeStep *tStep) |
Method for computing plane stress stiffness matrix of receiver. More... | |
virtual void | givePlaneStressStiffMtrx_dPdF (FloatMatrix &answer, MatResponseMode mmode, GaussPoint *gp, TimeStep *tStep) |
virtual void | givePlaneStressStiffMtrx_dCde (FloatMatrix &answer, MatResponseMode mmode, GaussPoint *gp, TimeStep *tStep) |
virtual void | givePlaneStrainStiffMtrx (FloatMatrix &answer, MatResponseMode mmode, GaussPoint *gp, TimeStep *tStep) |
Method for computing plane strain stiffness matrix of receiver. More... | |
virtual void | givePlaneStrainStiffMtrx_dPdF (FloatMatrix &answer, MatResponseMode mmode, GaussPoint *gp, TimeStep *tStep) |
virtual void | givePlaneStrainStiffMtrx_dCde (FloatMatrix &answer, MatResponseMode mmode, GaussPoint *gp, TimeStep *tStep) |
virtual void | give1dStressStiffMtrx (FloatMatrix &answer, MatResponseMode mmode, GaussPoint *gp, TimeStep *tStep) |
Method for computing 1d stiffness matrix of receiver. More... | |
virtual void | give1dStressStiffMtrx_dPdF (FloatMatrix &answer, MatResponseMode mmode, GaussPoint *gp, TimeStep *tStep) |
virtual void | give1dStressStiffMtrx_dCde (FloatMatrix &answer, MatResponseMode mmode, GaussPoint *gp, TimeStep *tStep) |
Public Member Functions inherited from oofem::Material | |
Material (int n, Domain *d) | |
Constructor. More... | |
virtual | ~Material () |
Destructor. More... | |
virtual bool | isCharacteristicMtrxSymmetric (MatResponseMode rMode) |
Returns true if stiffness matrix of receiver is symmetric Default implementation returns true. More... | |
virtual double | give (int aProperty, GaussPoint *gp) |
Returns the value of material property 'aProperty'. More... | |
virtual bool | hasProperty (int aProperty, GaussPoint *gp) |
Returns true if 'aProperty' exists on material. More... | |
virtual void | modifyProperty (int aProperty, double value, GaussPoint *gp) |
Modify 'aProperty', which already exists on material. More... | |
double | giveCastingTime () |
virtual bool | isActivated (TimeStep *tStep) |
virtual void | printYourself () |
Prints receiver state on stdout. Useful for debugging. More... | |
virtual contextIOResultType | saveIPContext (DataStream &stream, ContextMode mode, GaussPoint *gp) |
Stores integration point state to output stream. More... | |
virtual contextIOResultType | restoreIPContext (DataStream &stream, ContextMode mode, GaussPoint *gp) |
Reads integration point state to output stream. More... | |
virtual int | checkConsistency () |
Allows programmer to test some internal data, before computation begins. More... | |
virtual int | initMaterial (Element *element) |
Optional function to call specific procedures when initializing a material. More... | |
virtual MaterialStatus * | giveStatus (GaussPoint *gp) const |
Returns material status of receiver in given integration point. More... | |
virtual int | packUnknowns (DataStream &buff, TimeStep *tStep, GaussPoint *ip) |
Pack all necessary data of integration point (according to element parallel_mode) into given communication buffer. More... | |
virtual int | unpackAndUpdateUnknowns (DataStream &buff, TimeStep *tStep, GaussPoint *ip) |
Unpack and updates all necessary data of given integration point (according to element parallel_mode) into given communication buffer. More... | |
virtual int | estimatePackSize (DataStream &buff, GaussPoint *ip) |
Estimates the necessary pack size to hold all packed data of receiver. More... | |
virtual double | predictRelativeComputationalCost (GaussPoint *gp) |
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. More... | |
virtual double | predictRelativeRedistributionCost (GaussPoint *gp) |
Returns the relative redistribution cost of the receiver. More... | |
virtual void | initTempStatus (GaussPoint *gp) |
Initializes temporary variables stored in integration point status at the beginning of new time step. More... | |
Public Member Functions inherited from oofem::FEMComponent | |
FEMComponent (int n, Domain *d) | |
Regular constructor, creates component with given number and belonging to given domain. More... | |
virtual | ~FEMComponent () |
Virtual destructor. More... | |
virtual const char * | giveInputRecordName () const =0 |
Domain * | giveDomain () const |
virtual void | setDomain (Domain *d) |
Sets associated Domain. More... | |
int | giveNumber () const |
void | setNumber (int num) |
Sets number of receiver. More... | |
virtual void | updateLocalNumbering (EntityRenumberingFunctor &f) |
Local renumbering support. More... | |
virtual contextIOResultType | saveContext (DataStream &stream, ContextMode mode, void *obj=NULL) |
Stores receiver state to output stream. More... | |
virtual contextIOResultType | restoreContext (DataStream &stream, ContextMode mode, void *obj=NULL) |
Restores the receiver state previously written in stream. More... | |
virtual void | printOutputAt (FILE *file, TimeStep *tStep) |
Prints output of receiver to stream, for given time step. More... | |
virtual Interface * | giveInterface (InterfaceType t) |
Interface requesting service. More... | |
std::string | errorInfo (const char *func) const |
Returns string for prepending output (used by error reporting macros). More... | |
Protected Attributes | |
double | preCastStiffnessReduction |
artificial isotropic damage to reflect reduction in stiffness for time < castingTime. More... | |
Protected Attributes inherited from oofem::StructuralMaterial | |
double | referenceTemperature |
Reference temperature (temperature, when material has been built into structure). More... | |
Protected Attributes inherited from oofem::Material | |
Dictionary | propertyDictionary |
Property dictionary. More... | |
double | castingTime |
Casting time. More... | |
Protected Attributes inherited from oofem::FEMComponent | |
int | number |
Component number. More... | |
Domain * | domain |
Link to domain object, useful for communicating with other FEM components. More... | |
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 int | giveVoigtVectorMask (IntArray &answer, MaterialMode mmode) |
Returns a mask of the vector indicies corresponding to components in a general (non-symmetric) second order tensor of some stress/strain/deformation measure that performes work. More... | |
static int | giveVoigtSymVectorMask (IntArray &answer, MaterialMode mmode) |
The same as giveVoigtVectorMask but returns a mask corresponding to a symmetric second order tensor. More... | |
static void | giveInvertedVoigtVectorMask (IntArray &answer, MaterialMode mmode) |
Gives the inverted version of giveVoigtVectorMask. More... | |
static int | giveSizeOfVoigtVector (MaterialMode mmode) |
Returns the size of reduced stress/strain vector according to given mode. More... | |
static int | giveSizeOfVoigtSymVector (MaterialMode mmode) |
Returns the size of symmetric part of a reduced stress/strain vector according to given mode. More... | |
static void | giveFullVectorForm (FloatArray &answer, const FloatArray &strainVector, MaterialMode matMode) |
Converts the reduced symmetric Voigt vector (2nd order tensor) to full form. More... | |
static void | giveFullVectorFormF (FloatArray &answer, const FloatArray &strainVector, MaterialMode matMode) |
Converts the reduced deformation gradient Voigt vector (2nd order tensor). More... | |
static void | giveFullSymVectorForm (FloatArray &answer, const FloatArray &vec, MaterialMode matMode) |
Converts the reduced unsymmetric Voigt vector (2nd order tensor) to full form. More... | |
static void | giveReducedVectorForm (FloatArray &answer, const FloatArray &vec, MaterialMode matMode) |
Converts the full symmetric Voigt vector (2nd order tensor) to reduced form. More... | |
static void | giveReducedSymVectorForm (FloatArray &answer, const FloatArray &vec, MaterialMode matMode) |
Converts the full unsymmetric Voigt vector (2nd order tensor) to reduced form. More... | |
static void | giveFullSymMatrixForm (FloatMatrix &answer, const FloatMatrix &red, MaterialMode matMode) |
Converts the full unsymmetric Voigt matrix (4th order tensor) to reduced form. More... | |
static void | giveReducedMatrixForm (FloatMatrix &answer, const FloatMatrix &full, MaterialMode matMode) |
Converts the full symmetric Voigt matrix (4th order tensor) to reduced form. More... | |
static void | giveReducedSymMatrixForm (FloatMatrix &answer, const FloatMatrix &full, MaterialMode matMode) |
Converts the full unsymmetric Voigt matrix (4th order tensor) to reduced form. More... | |
static void | transformStrainVectorTo (FloatArray &answer, const FloatMatrix &base, const FloatArray &strainVector, bool transpose=false) |
Transforms 3d strain vector into another coordinate system. More... | |
static void | transformStressVectorTo (FloatArray &answer, const FloatMatrix &base, const FloatArray &stressVector, bool transpose=false) |
Transforms 3d stress vector into another coordinate system. More... | |
static double | computeVonMisesStress (const FloatArray *currentStress) |
Computes equivalent of von Mises stress. More... | |
static void | giveStrainVectorTranformationMtrx (FloatMatrix &answer, const FloatMatrix &base, bool transpose=false) |
Computes 3d strain vector transformation matrix from standard vector transformation matrix. More... | |
static void | give2DStrainVectorTranformationMtrx (FloatMatrix &answer, const FloatMatrix &base, bool transpose=false) |
Computes 2d strain vector transformation matrix from standard vector transformation matrix. More... | |
static void | giveStressVectorTranformationMtrx (FloatMatrix &answer, const FloatMatrix &base, bool transpose=false) |
Computes 3d stress vector transformation matrix from standard vector transformation matrix. More... | |
static void | givePlaneStressVectorTranformationMtrx (FloatMatrix &answer, const FloatMatrix &base, bool transpose=false) |
Computes 2d stress vector transformation matrix from standard vector transformation matrix. More... | |
static void | sortPrincDirAndValCloseTo (FloatArray *pVal, FloatMatrix *pDir, FloatMatrix *toPDir) |
Method for sorting newly computed principal values (pVal) and corresponding principal directions (pDir) to be closed to some (often previous) principal directions (toPDir). More... | |
static void | computePrincipalValues (FloatArray &answer, const FloatArray &s, stressStrainPrincMode mode) |
Common functions for convenience. More... | |
static void | computePrincipalValDir (FloatArray &answer, FloatMatrix &dir, const FloatArray &s, stressStrainPrincMode mode) |
Computes principal values and directions of stress or strain vector. More... | |
static double | computeDeviatoricVolumetricSplit (FloatArray &dev, const FloatArray &s) |
Computes split of receiver into deviatoric and volumetric part. More... | |
static void | computeDeviatoricVolumetricSum (FloatArray &s, const FloatArray &dev, double mean) |
static void | applyDeviatoricElasticCompliance (FloatArray &strain, const FloatArray &stress, double EModulus, double nu) |
static void | applyDeviatoricElasticCompliance (FloatArray &strain, const FloatArray &stress, double GModulus) |
static void | applyDeviatoricElasticStiffness (FloatArray &stress, const FloatArray &strain, double EModulus, double nu) |
static void | applyDeviatoricElasticStiffness (FloatArray &stress, const FloatArray &strain, double GModulus) |
static void | applyElasticStiffness (FloatArray &stress, const FloatArray &strain, double EModulus, double nu) |
static void | applyElasticCompliance (FloatArray &strain, const FloatArray &stress, double EModulus, double nu) |
static double | computeStressNorm (const FloatArray &stress) |
static double | computeFirstInvariant (const FloatArray &s) |
static double | computeSecondStressInvariant (const FloatArray &s) |
static double | computeThirdStressInvariant (const FloatArray &s) |
static double | computeFirstCoordinate (const FloatArray &s) |
static double | computeSecondCoordinate (const FloatArray &s) |
static double | computeThirdCoordinate (const FloatArray &s) |
Static Public Attributes inherited from oofem::StructuralMaterial | |
static std::vector< std::vector< int > > | vIindex |
Voigt index map. More... | |
static std::vector< std::vector< int > > | svIndex |
Symmetric Voigt index map. More... | |
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 63 of file linearelasticmaterial.h.
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inline |
Constructor.
Definition at line 71 of file linearelasticmaterial.h.
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inlinevirtual |
Destructor.
Definition at line 73 of file linearelasticmaterial.h.
References CreateStatus(), giveEnergyDensity(), giveEshelbyStressVector_PlaneStrain(), giveInputRecord(), giveIPValue(), giveRealStressVector_1d(), giveRealStressVector_2dBeamLayer(), giveRealStressVector_3d(), giveRealStressVector_3dDegeneratedShell(), giveRealStressVector_Fiber(), giveRealStressVector_PlaneStrain(), giveRealStressVector_PlaneStress(), giveRealStressVector_PlateLayer(), giveRealStressVector_Warping(), and initializeFrom().
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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.
Reimplemented in oofem::AnisotropicLinearElasticMaterial.
Definition at line 389 of file linearelasticmaterial.C.
References oofem::FEMComponent::giveDomain().
Referenced by ~LinearElasticMaterial().
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inlinevirtual |
Reimplemented from oofem::StructuralMaterial.
Reimplemented in oofem::OrthotropicLinearElasticMaterial, oofem::IsotropicLinearElasticMaterial, and oofem::AnisotropicLinearElasticMaterial.
Definition at line 97 of file linearelasticmaterial.h.
double oofem::LinearElasticMaterial::giveEnergyDensity | ( | GaussPoint * | gp, |
TimeStep * | tStep | ||
) |
Definition at line 366 of file linearelasticmaterial.C.
References oofem::FloatArray::dotProduct(), oofem::Material::giveStatus(), oofem::StructuralMaterialStatus::giveTempStrainVector(), and oofem::StructuralMaterialStatus::giveTempStressVector().
Referenced by giveEshelbyStressVector_PlaneStrain(), and ~LinearElasticMaterial().
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Prototype for computation of Eshelby stress.
No default implementation is provided.
Reimplemented from oofem::StructuralMaterial.
Definition at line 325 of file linearelasticmaterial.C.
References oofem::FloatMatrix::beMatrixForm(), oofem::FloatMatrix::beMatrixFormOfStress(), oofem::FloatMatrix::beTProductOf(), oofem::FloatArray::beVectorForm(), giveEnergyDensity(), oofem::StructuralMaterial::giveFullSymVectorForm(), oofem::StructuralMaterial::giveFullVectorFormF(), oofem::StructuralMaterial::giveReducedVectorForm(), oofem::Material::giveStatus(), oofem::StructuralMaterialStatus::giveTempStressVector(), and oofem::FloatMatrix::negated().
Referenced by ~LinearElasticMaterial().
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virtual |
Setups the input record string of receiver.
input | Dynamic input record to be filled by receiver. |
Reimplemented from oofem::StructuralMaterial.
Reimplemented in oofem::OrthotropicLinearElasticMaterial, oofem::IsotropicLinearElasticMaterial, and oofem::AnisotropicLinearElasticMaterial.
Definition at line 55 of file linearelasticmaterial.C.
References _IFT_LinearElasticMaterial_preCastStiffRed, oofem::StructuralMaterial::giveInputRecord(), preCastStiffnessReduction, and oofem::DynamicInputRecord::setField().
Referenced by oofem::IsotropicLinearElasticMaterial::giveInputRecord(), oofem::IsotropicDamageMaterial1::giveInputRecord(), and ~LinearElasticMaterial().
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virtual |
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::StructuralMaterial.
Definition at line 376 of file linearelasticmaterial.C.
References oofem::StructuralMaterial::giveIPValue(), oofem::Material::giveStatus(), oofem::StructuralMaterialStatus::giveStrainVector(), and oofem::StructuralMaterial::giveStressDependentPartOfStrainVector().
Referenced by ~LinearElasticMaterial().
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virtual |
Default implementation relies on giveRealStressVector_StressControl.
Reimplemented from oofem::StructuralMaterial.
Definition at line 181 of file linearelasticmaterial.C.
References oofem::FloatArray::add(), oofem::FloatArray::beDifferenceOf(), oofem::FloatArray::beProductOf(), oofem::Material::castingTime, oofem::StructuralMaterial::give1dStressStiffMtrx(), oofem::Material::giveStatus(), oofem::StructuralMaterialStatus::giveStrainVector(), oofem::StructuralMaterial::giveStressDependentPartOfStrainVector(), oofem::StructuralMaterialStatus::giveStressVector(), oofem::StructuralMaterialStatus::letTempStrainVectorBe(), and oofem::StructuralMaterialStatus::letTempStressVectorBe().
Referenced by ~LinearElasticMaterial().
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virtual |
Default implementation relies on giveRealStressVector_StressControl.
Reimplemented from oofem::StructuralMaterial.
Definition at line 248 of file linearelasticmaterial.C.
References oofem::FloatArray::add(), oofem::FloatArray::beDifferenceOf(), oofem::FloatArray::beProductOf(), oofem::Material::castingTime, oofem::StructuralMaterial::give2dBeamLayerStiffMtrx(), oofem::Material::giveStatus(), oofem::StructuralMaterialStatus::giveStrainVector(), oofem::StructuralMaterial::giveStressDependentPartOfStrainVector(), oofem::StructuralMaterialStatus::giveStressVector(), oofem::StructuralMaterialStatus::letTempStrainVectorBe(), and oofem::StructuralMaterialStatus::letTempStressVectorBe().
Referenced by ~LinearElasticMaterial().
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Default implementation relies on giveRealStressVector for second Piola-Kirchoff stress.
Reimplemented from oofem::StructuralMaterial.
Definition at line 63 of file linearelasticmaterial.C.
References oofem::FloatArray::add(), oofem::FloatArray::beDifferenceOf(), oofem::FloatArray::beProductOf(), oofem::Material::castingTime, oofem::StructuralMaterial::give3dMaterialStiffnessMatrix(), oofem::Material::giveStatus(), oofem::StructuralMaterialStatus::giveStrainVector(), oofem::StructuralMaterial::giveStressDependentPartOfStrainVector_3d(), oofem::StructuralMaterialStatus::giveStressVector(), oofem::StructuralMaterialStatus::letTempStrainVectorBe(), and oofem::StructuralMaterialStatus::letTempStressVectorBe().
Referenced by ~LinearElasticMaterial().
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Definition at line 90 of file linearelasticmaterial.C.
References oofem::FloatArray::add(), oofem::FloatMatrix::at(), oofem::FloatArray::beDifferenceOf(), oofem::FloatArray::beProductOf(), oofem::Material::castingTime, oofem::StructuralMaterial::give3dMaterialStiffnessMatrix(), oofem::Material::giveStatus(), oofem::StructuralMaterialStatus::giveStrainVector(), oofem::StructuralMaterial::giveStressDependentPartOfStrainVector(), oofem::StructuralMaterialStatus::giveStressVector(), oofem::StructuralMaterialStatus::letTempStrainVectorBe(), and oofem::StructuralMaterialStatus::letTempStressVectorBe().
Referenced by ~LinearElasticMaterial().
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Default implementation relies on giveRealStressVector_StressControl.
Reimplemented from oofem::StructuralMaterial.
Definition at line 300 of file linearelasticmaterial.C.
References oofem::FloatArray::add(), oofem::FloatArray::beDifferenceOf(), oofem::FloatArray::beProductOf(), oofem::Material::castingTime, oofem::StructuralMaterial::giveFiberStiffMtrx(), oofem::Material::giveStatus(), oofem::StructuralMaterialStatus::giveStrainVector(), oofem::StructuralMaterial::giveStressDependentPartOfStrainVector(), oofem::StructuralMaterialStatus::giveStressVector(), oofem::StructuralMaterialStatus::letTempStrainVectorBe(), and oofem::StructuralMaterialStatus::letTempStressVectorBe().
Referenced by ~LinearElasticMaterial().
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Default implementation relies on giveRealStressVector_3d.
Reimplemented from oofem::StructuralMaterial.
Definition at line 129 of file linearelasticmaterial.C.
References oofem::FloatArray::add(), oofem::FloatArray::beDifferenceOf(), oofem::FloatArray::beProductOf(), oofem::Material::castingTime, oofem::StructuralMaterial::givePlaneStrainStiffMtrx(), oofem::Material::giveStatus(), oofem::StructuralMaterialStatus::giveStrainVector(), oofem::StructuralMaterial::giveStressDependentPartOfStrainVector(), oofem::StructuralMaterialStatus::giveStressVector(), oofem::StructuralMaterialStatus::letTempStrainVectorBe(), and oofem::StructuralMaterialStatus::letTempStressVectorBe().
Referenced by ~LinearElasticMaterial().
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Default implementation relies on giveRealStressVector_StressControl.
Reimplemented from oofem::StructuralMaterial.
Definition at line 155 of file linearelasticmaterial.C.
References oofem::FloatArray::add(), oofem::FloatArray::beDifferenceOf(), oofem::FloatArray::beProductOf(), oofem::Material::castingTime, oofem::StructuralMaterial::givePlaneStressStiffMtrx(), oofem::Material::giveStatus(), oofem::StructuralMaterialStatus::giveStrainVector(), oofem::StructuralMaterial::giveStressDependentPartOfStrainVector(), oofem::StructuralMaterialStatus::giveStressVector(), oofem::StructuralMaterialStatus::letTempStrainVectorBe(), and oofem::StructuralMaterialStatus::letTempStressVectorBe().
Referenced by ~LinearElasticMaterial().
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Default implementation relies on giveRealStressVector_StressControl.
Reimplemented from oofem::StructuralMaterial.
Definition at line 274 of file linearelasticmaterial.C.
References oofem::FloatArray::add(), oofem::FloatArray::beDifferenceOf(), oofem::FloatArray::beProductOf(), oofem::Material::castingTime, oofem::StructuralMaterial::givePlateLayerStiffMtrx(), oofem::Material::giveStatus(), oofem::StructuralMaterialStatus::giveStrainVector(), oofem::StructuralMaterial::giveStressDependentPartOfStrainVector(), oofem::StructuralMaterialStatus::giveStressVector(), oofem::StructuralMaterialStatus::letTempStrainVectorBe(), and oofem::StructuralMaterialStatus::letTempStressVectorBe().
Referenced by ~LinearElasticMaterial().
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Default implementation relies on giveRealStressVector_StressControl.
Reimplemented from oofem::StructuralMaterial.
Definition at line 207 of file linearelasticmaterial.C.
References oofem::FloatArray::add(), oofem::FloatArray::at(), oofem::FloatArray::beDifferenceOf(), oofem::Material::castingTime, oofem::Element::computeGlobalCoordinates(), oofem::GaussPoint::giveElement(), oofem::TimeStep::giveIntrinsicTime(), oofem::GaussPoint::giveNaturalCoordinates(), giveShearModulus(), oofem::Material::giveStatus(), oofem::StructuralMaterialStatus::giveStrainVector(), oofem::StructuralMaterialStatus::giveStressVector(), oofem::StructuralMaterialStatus::letTempStrainVectorBe(), oofem::StructuralMaterialStatus::letTempStressVectorBe(), preCastStiffnessReduction, oofem::FloatArray::resize(), and oofem::FloatArray::times().
Referenced by ~LinearElasticMaterial().
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Reimplemented in oofem::IsotropicLinearElasticMaterial.
Definition at line 94 of file linearelasticmaterial.h.
Referenced by giveRealStressVector_Warping().
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Tests if material supports casting time.
Reimplemented from oofem::Material.
Definition at line 96 of file linearelasticmaterial.h.
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Returns nonzero if receiver is non linear.
Reimplemented from oofem::Material.
Definition at line 95 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.
ir | Input record to initialize from. |
Reimplemented from oofem::StructuralMaterial.
Reimplemented in oofem::OrthotropicLinearElasticMaterial, oofem::IsotropicLinearElasticMaterial, and oofem::AnisotropicLinearElasticMaterial.
Definition at line 43 of file linearelasticmaterial.C.
References _IFT_LinearElasticMaterial_preCastStiffRed, oofem::StructuralMaterial::initializeFrom(), IR_GIVE_OPTIONAL_FIELD, and preCastStiffnessReduction.
Referenced by oofem::RankinePlasticMaterial::initializeFrom(), oofem::J2Mat::initializeFrom(), oofem::J2MPlasticMaterial::initializeFrom(), oofem::J2plasticMaterial::initializeFrom(), oofem::AnisotropicLinearElasticMaterial::initializeFrom(), oofem::MisesMat::initializeFrom(), oofem::DruckerPragerCutMat::initializeFrom(), oofem::Masonry02::initializeFrom(), oofem::IsotropicLinearElasticMaterial::initializeFrom(), oofem::MazarsMaterial::initializeFrom(), oofem::RCSDNLMaterial::initializeFrom(), oofem::OrthotropicLinearElasticMaterial::initializeFrom(), oofem::RankineMat::initializeFrom(), oofem::PerfectlyPlasticMaterial::initializeFrom(), oofem::RCM2Material::initializeFrom(), oofem::Concrete2::initializeFrom(), oofem::IsotropicDamageMaterial1::initializeFrom(), oofem::ConcreteDPM::initializeFrom(), oofem::ConcreteDPM2::initializeFrom(), and ~LinearElasticMaterial().
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artificial isotropic damage to reflect reduction in stiffness for time < castingTime.
Definition at line 67 of file linearelasticmaterial.h.
Referenced by oofem::IsotropicLinearElasticMaterial::give1dStressStiffMtrx(), oofem::OrthotropicLinearElasticMaterial::give3dLocalMaterialStiffnessMatrix(), oofem::AnisotropicLinearElasticMaterial::give3dMaterialStiffnessMatrix(), oofem::IsotropicLinearElasticMaterial::give3dMaterialStiffnessMatrix(), giveInputRecord(), oofem::IsotropicLinearElasticMaterial::givePlaneStrainStiffMtrx(), oofem::IsotropicLinearElasticMaterial::givePlaneStressStiffMtrx(), giveRealStressVector_Warping(), and initializeFrom().