OOFEM  2.4
OOFEM.org - Object Oriented Finite Element Solver
oofem::MicroMaterial Class Reference

This class is a base class for microproblem. More...

#include <micromaterial.h>

+ Inheritance diagram for oofem::MicroMaterial:
+ Collaboration diagram for oofem::MicroMaterial:

Public Member Functions

 MicroMaterial (int n, Domain *d)
 Constructor. More...
 
virtual ~MicroMaterial ()
 Destructor. More...
 
virtual IRResultType initializeFrom (InputRecord *ir)
 Initializes receiver according to object description stored in input record. More...
 
virtual const char * giveInputRecordName () const
 
virtual const char * giveClassName () const
 
virtual void giveRealStressVector_3d (FloatArray &answer, GaussPoint *, const FloatArray &, TimeStep *)
 Default implementation relies on giveRealStressVector for second Piola-Kirchoff stress. More...
 
virtual MaterialStatusCreateStatus (GaussPoint *gp) const
 Creates new copy of associated status and inserts it into given integration point. More...
 
void giveMacroStiffnessMatrix (FloatMatrix &answer, TimeStep *tStep, MatResponseMode rMode, const IntArray &microMasterNodes, const IntArray &microBoundaryNodes)
 
void setMacroProperties (Domain *macroDomain, MacroLSpace *macroLSpaceElement, const IntArray &microMasterNodes, const IntArray &microBoundaryNodes)
 
void init (void)
 Related to numbering scheme. More...
 
int giveDofEquationNumber (Dof *dof) const
 Returns the equation number for corresponding DOF. More...
 
virtual bool isDefault () const
 Returns true, if receiver is the default engngModel equation numbering scheme; This is useful for some components (typically elements), that cache their code numbers for default numbering to avoid repeated evaluation. More...
 
virtual int giveRequiredNumberOfDomainEquation () const
 Returns required number of domain equation. More...
 
- 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 giveInputRecord (DynamicInputRecord &input)
 Setups the input record string of receiver. 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_PlaneStrain (FloatArray &answer, GaussPoint *gp, const FloatArray &reducedE, TimeStep *tStep)
 Default implementation relies on giveRealStressVector_3d. 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_PlaneStress (FloatArray &answer, GaussPoint *gp, const FloatArray &reducedE, TimeStep *tStep)
 Default implementation relies on giveRealStressVector_StressControl. More...
 
virtual void giveRealStressVector_1d (FloatArray &answer, GaussPoint *gp, const FloatArray &reducedE, TimeStep *tStep)
 Default implementation relies on giveRealStressVector_StressControl. More...
 
virtual void giveRealStressVector_Warping (FloatArray &answer, GaussPoint *gp, const FloatArray &reducedE, 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 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)
 
virtual void giveEshelbyStressVector_PlaneStrain (FloatArray &answer, GaussPoint *gp, const FloatArray &reducedF, TimeStep *tStep)
 Prototype for computation of Eshelby stress. More...
 
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 int giveIPValue (FloatArray &answer, GaussPoint *gp, InternalStateType type, TimeStep *tStep)
 Returns the integration point corresponding value in Reduced form. 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 int hasNonLinearBehaviour ()
 Returns nonzero if receiver is non linear. More...
 
virtual int hasCastingTimeSupport ()
 Tests if material supports casting time. More...
 
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 MaterialStatusgiveStatus (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...
 
DomaingiveDomain () 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 InterfacegiveInterface (InterfaceType t)
 Interface requesting service. More...
 
std::string errorInfo (const char *func) const
 Returns string for prepending output (used by error reporting macros). More...
 
- Public Member Functions inherited from oofem::UnknownNumberingScheme
 UnknownNumberingScheme (void)
 
virtual ~UnknownNumberingScheme ()
 

Public Attributes

std::string inputFileNameMicro
 
EngngModelproblemMicro
 Pointer to the underlying micro problem. More...
 
DomainmacroDomain
 Pointer to the macroscale domain. More...
 
MacroLSpacemacroLSpaceElement
 Pointer to the macroscale element. More...
 
std::vector< FloatArraymicroMasterCoords
 Array containing coordinates of 8 master nodes of microproblem. More...
 
int ** microBoundaryDofs
 Array containing equation numbers for boundary nodes [DofManagerNumber][DOF]. More...
 
IntArray microBoundaryDofsArr
 Array of equation numbers associated to boundary nodes. More...
 
int ** microInternalDofs
 Array containing equation numbers for internal nodes to be condensed out [DofManagerNumber][DOF]. More...
 
IntArray microInternalDofsArr
 Array of equation numbers associated to internal nodes. More...
 
int ** microDefaultDofs
 Array containing default equation numbers for all nodes [DofManagerNumber][DOF]. More...
 
bool microMatIsUsed
 Flag signalizing whether micromaterial is used by other element. More...
 

Protected Types

enum  EquationNumbering { AllNodes, BoundaryNodes, InteriorNodes }
 

Protected Attributes

bool isDefaultNumbering
 
int maxNumberOfDomainEquation
 The maximum DOFs corresponding to released all of the boundary conditions. More...
 
int reqNumberOfDomainEquation
 Required number of domain equations. More...
 
int NumberOfDofManagers
 Number of DOF Managers. More...
 
EquationNumbering DofEquationNumbering
 
int totalBoundaryDofs
 Number of equations associated with boundary nodes. More...
 
int totalInternalDofs
 Number of equations associated with boundary nodes. 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...
 
Domaindomain
 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...
 

Detailed Description

This class is a base class for microproblem.

The microproblem represents itself a problem which is solved separately from the macroproblem with appropriate boundary conditions. MacroLspace needs stiffness matrix derived from this microproblem. For this purpose, natural boundary conditions on microproblem have to be excluded. Stiffness matrix of microproblem is condensed to provide stiffness matrix for macroelement.

Definition at line 89 of file micromaterial.h.

Member Enumeration Documentation

Enumerator
AllNodes 
BoundaryNodes 
InteriorNodes 

Definition at line 150 of file micromaterial.h.

Constructor & Destructor Documentation

oofem::MicroMaterial::~MicroMaterial ( )
virtual

Destructor.

Definition at line 108 of file micromaterial.C.

References microBoundaryDofs, microDefaultDofs, microInternalDofs, NumberOfDofManagers, and problemMicro.

Member Function Documentation

MaterialStatus * oofem::MicroMaterial::CreateStatus ( GaussPoint gp) const
virtual

Creates new copy of associated status and inserts it into given integration point.

Parameters
gpIntegration point where newly created status will be stored.
Returns
Reference to new status.

Reimplemented from oofem::Material.

Definition at line 227 of file micromaterial.C.

References oofem::FEMComponent::giveDomain().

virtual const char* oofem::MicroMaterial::giveClassName ( ) const
inlinevirtual
Returns
Class name of the receiver.

Reimplemented from oofem::StructuralMaterial.

Definition at line 102 of file micromaterial.h.

References oofem::IntegrationPointStatus::gp.

int oofem::MicroMaterial::giveDofEquationNumber ( Dof dof) const
virtual

Returns the equation number for corresponding DOF.

The numbering should return nonzero value if the equation is assigned to the given DOF, zero otherwise.

Implements oofem::UnknownNumberingScheme.

Definition at line 608 of file micromaterial.C.

References AllNodes, BoundaryNodes, DofEquationNumbering, oofem::Dof::giveDofID(), oofem::Dof::giveDofManNumber(), InteriorNodes, microBoundaryDofs, microDefaultDofs, microInternalDofs, and OOFEM_ERROR.

Referenced by giveMacroStiffnessMatrix().

virtual const char* oofem::MicroMaterial::giveInputRecordName ( ) const
inlinevirtual
Returns
Input record name of the receiver.

Implements oofem::FEMComponent.

Definition at line 101 of file micromaterial.h.

References _IFT_MicroMaterial_Name.

void oofem::MicroMaterial::giveMacroStiffnessMatrix ( FloatMatrix answer,
TimeStep tStep,
MatResponseMode  rMode,
const IntArray microMasterNodes,
const IntArray microBoundaryNodes 
)
void oofem::MicroMaterial::giveRealStressVector_3d ( FloatArray answer,
GaussPoint gp,
const FloatArray reducedE,
TimeStep tStep 
)
virtual

Default implementation relies on giveRealStressVector for second Piola-Kirchoff stress.

Reimplemented from oofem::StructuralMaterial.

Definition at line 162 of file micromaterial.C.

References OOFEM_ERROR.

int oofem::MicroMaterial::giveRequiredNumberOfDomainEquation ( ) const
virtual

Returns required number of domain equation.

Number is always less or equal to the sum of all DOFs gathered from all nodes.

Reimplemented from oofem::UnknownNumberingScheme.

Definition at line 637 of file micromaterial.C.

References reqNumberOfDomainEquation.

Referenced by giveMacroStiffnessMatrix().

void oofem::MicroMaterial::init ( void  )
virtual

Related to numbering scheme.

Reimplemented from oofem::UnknownNumberingScheme.

Definition at line 597 of file micromaterial.C.

References oofem::EngngModel::giveNumberOfDomains(), microMatIsUsed, OOFEM_ERROR, and problemMicro.

Referenced by oofem::MacroLSpace::computeStiffnessMatrix().

IRResultType oofem::MicroMaterial::initializeFrom ( InputRecord ir)
virtual

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.

See also
IR_GIVE_FIELD
IR_GIVE_OPTIONAL_FIELD
Parameters
irInput record to initialize from.
Returns
IRResultType

Reimplemented from oofem::StructuralMaterial.

Definition at line 141 of file micromaterial.C.

References _IFT_MicroMaterial_fileName, oofem::_processor, inputFileNameMicro, oofem::InstanciateProblem(), IR_GIVE_FIELD, oofem::IRRT_OK, OOFEM_LOG_INFO, and problemMicro.

virtual bool oofem::MicroMaterial::isDefault ( ) const
inlinevirtual

Returns true, if receiver is the default engngModel equation numbering scheme; This is useful for some components (typically elements), that cache their code numbers for default numbering to avoid repeated evaluation.

Reimplemented from oofem::UnknownNumberingScheme.

Definition at line 124 of file micromaterial.h.

Member Data Documentation

EquationNumbering oofem::MicroMaterial::DofEquationNumbering
protected

Definition at line 151 of file micromaterial.h.

Referenced by giveDofEquationNumber(), giveMacroStiffnessMatrix(), and MicroMaterial().

std :: string oofem::MicroMaterial::inputFileNameMicro

Definition at line 97 of file micromaterial.h.

Referenced by initializeFrom().

bool oofem::MicroMaterial::isDefaultNumbering
protected

Definition at line 143 of file micromaterial.h.

Referenced by giveMacroStiffnessMatrix(), and MicroMaterial().

Domain* oofem::MicroMaterial::macroDomain

Pointer to the macroscale domain.

Definition at line 116 of file micromaterial.h.

Referenced by setMacroProperties().

MacroLSpace* oofem::MicroMaterial::macroLSpaceElement

Pointer to the macroscale element.

Definition at line 119 of file micromaterial.h.

Referenced by giveMacroStiffnessMatrix(), and setMacroProperties().

int oofem::MicroMaterial::maxNumberOfDomainEquation
protected

The maximum DOFs corresponding to released all of the boundary conditions.

Definition at line 145 of file micromaterial.h.

Referenced by giveMacroStiffnessMatrix(), and setMacroProperties().

int** oofem::MicroMaterial::microBoundaryDofs

Array containing equation numbers for boundary nodes [DofManagerNumber][DOF].

Definition at line 130 of file micromaterial.h.

Referenced by giveDofEquationNumber(), MicroMaterial(), setMacroProperties(), and ~MicroMaterial().

IntArray oofem::MicroMaterial::microBoundaryDofsArr

Array of equation numbers associated to boundary nodes.

Definition at line 132 of file micromaterial.h.

Referenced by giveMacroStiffnessMatrix(), MicroMaterial(), and setMacroProperties().

int** oofem::MicroMaterial::microDefaultDofs

Array containing default equation numbers for all nodes [DofManagerNumber][DOF].

Definition at line 138 of file micromaterial.h.

Referenced by giveDofEquationNumber(), MicroMaterial(), setMacroProperties(), and ~MicroMaterial().

int** oofem::MicroMaterial::microInternalDofs

Array containing equation numbers for internal nodes to be condensed out [DofManagerNumber][DOF].

Definition at line 134 of file micromaterial.h.

Referenced by giveDofEquationNumber(), MicroMaterial(), setMacroProperties(), and ~MicroMaterial().

IntArray oofem::MicroMaterial::microInternalDofsArr

Array of equation numbers associated to internal nodes.

Definition at line 136 of file micromaterial.h.

Referenced by giveMacroStiffnessMatrix(), MicroMaterial(), and setMacroProperties().

std::vector< FloatArray > oofem::MicroMaterial::microMasterCoords

Array containing coordinates of 8 master nodes of microproblem.

Definition at line 128 of file micromaterial.h.

Referenced by oofem::MacroLSpace::changeMicroBoundaryConditions(), oofem::MacroLSpace::giveInternalForcesVector(), giveMacroStiffnessMatrix(), and setMacroProperties().

bool oofem::MicroMaterial::microMatIsUsed

Flag signalizing whether micromaterial is used by other element.

Definition at line 140 of file micromaterial.h.

Referenced by oofem::MacroLSpace::computeStiffnessMatrix(), init(), and MicroMaterial().

int oofem::MicroMaterial::NumberOfDofManagers
protected

Number of DOF Managers.

Definition at line 149 of file micromaterial.h.

Referenced by setMacroProperties(), and ~MicroMaterial().

int oofem::MicroMaterial::reqNumberOfDomainEquation
protected

Required number of domain equations.

Definition at line 147 of file micromaterial.h.

Referenced by giveMacroStiffnessMatrix(), and giveRequiredNumberOfDomainEquation().

int oofem::MicroMaterial::totalBoundaryDofs
protected

Number of equations associated with boundary nodes.

Definition at line 153 of file micromaterial.h.

Referenced by giveMacroStiffnessMatrix(), and setMacroProperties().

int oofem::MicroMaterial::totalInternalDofs
protected

Number of equations associated with boundary nodes.

Definition at line 155 of file micromaterial.h.

Referenced by giveMacroStiffnessMatrix(), and setMacroProperties().


The documentation for this class was generated from the following files:

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