OOFEM  2.4
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oofem::CebFipSlip90Material Class Reference

Base class representing general isotropic damage model. More...

#include <mat_cebfip90.h>

+ Inheritance diagram for oofem::CebFipSlip90Material:
+ Collaboration diagram for oofem::CebFipSlip90Material:

Public Member Functions

 CebFipSlip90Material (int n, Domain *d)
 Constructor. More...
 
virtual ~CebFipSlip90Material ()
 Destructor. More...
 
virtual int hasNonLinearBehaviour ()
 Returns nonzero if receiver is non linear. More...
 
virtual const char * giveInputRecordName () const
 
virtual const char * giveClassName () const
 
virtual void giveEngTraction_1d (FloatArray &answer, GaussPoint *gp, const FloatArray &jump, TimeStep *tStep)
 
virtual void give1dStiffnessMatrix_Eng (FloatMatrix &answer, MatResponseMode mode, 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 bool hasAnalyticalTangentStiffness () const
 Tells if the model has implemented analytical tangent stiffness. More...
 
double computeBondForce (double kappa)
 Computes the value of bond force/stress, based on given value of slip value. More...
 
double computeBondForceStiffness (double kappa)
 Computes the value of bond force/stress stiffness, based on given value of slip value. 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 MaterialStatusCreateStatus (GaussPoint *gp) const
 Creates new copy of associated status and inserts it into given integration point. More...
 
- Public Member Functions inherited from oofem::StructuralInterfaceMaterial
 StructuralInterfaceMaterial (int n, Domain *d)
 Constructor. More...
 
virtual ~StructuralInterfaceMaterial ()
 Destructor. More...
 
virtual void giveFirstPKTraction_1d (FloatArray &answer, GaussPoint *gp, const FloatArray &jump, const FloatMatrix &reducedF, TimeStep *tStep)
 Computes the first Piola-Kirchoff traction vector for given total jump/gap and integration point. More...
 
virtual void giveFirstPKTraction_2d (FloatArray &answer, GaussPoint *gp, const FloatArray &jump, const FloatMatrix &reducedF, TimeStep *tStep)
 
virtual void giveFirstPKTraction_3d (FloatArray &answer, GaussPoint *gp, const FloatArray &jump, const FloatMatrix &F, TimeStep *tStep)
 
virtual void giveEngTraction_2d (FloatArray &answer, GaussPoint *gp, const FloatArray &jump, TimeStep *tStep)
 
virtual void giveEngTraction_3d (FloatArray &answer, GaussPoint *gp, const FloatArray &jump, TimeStep *tStep)
 
virtual void give1dStiffnessMatrix_dTdj (FloatMatrix &answer, MatResponseMode rMode, GaussPoint *gp, TimeStep *tStep)
 Gives the tangent: $ \frac{\partial T}{\partial j} $. More...
 
virtual void give2dStiffnessMatrix_dTdj (FloatMatrix &answer, MatResponseMode rMode, GaussPoint *gp, TimeStep *tStep)
 
virtual void give3dStiffnessMatrix_dTdj (FloatMatrix &answer, MatResponseMode rMode, GaussPoint *gp, TimeStep *tStep)
 
virtual void give2dStiffnessMatrix_Eng (FloatMatrix &answer, MatResponseMode rMode, GaussPoint *gp, TimeStep *tStep)
 
virtual void give3dStiffnessMatrix_Eng (FloatMatrix &answer, MatResponseMode rMode, GaussPoint *gp, TimeStep *tStep)
 
void give1dStiffnessMatrix_dTdj_Num (FloatMatrix &answer, GaussPoint *gp, TimeStep *tStep)
 
void give2dStiffnessMatrix_dTdj_Num (FloatMatrix &answer, GaussPoint *gp, TimeStep *tStep)
 
void give3dStiffnessMatrix_dTdj_Num (FloatMatrix &answer, GaussPoint *gp, TimeStep *tStep)
 
void give1dStiffnessMatrix_Eng_Num (FloatMatrix &answer, GaussPoint *gp, TimeStep *tStep)
 
void give2dStiffnessMatrix_Eng_Num (FloatMatrix &answer, GaussPoint *gp, TimeStep *tStep)
 
void give3dStiffnessMatrix_Eng_Num (FloatMatrix &answer, GaussPoint *gp, TimeStep *tStep)
 
virtual FloatArray giveInterfaceStrength ()
 
- 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 hasMaterialModeCapability (MaterialMode mode)
 Tests if material supports material mode. 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...
 
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...
 
- 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...
 

Protected Attributes

double tmax
 Max force (stress). More...
 
double s1
 Slip valu at begining of yield plateau. More...
 
double s2
 Slip at end of plateau. More...
 
double s3
 Slip when residual force/stress activated. More...
 
double tres
 Residual force/stress. More...
 
double alpha
 Alpha coeff. 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

- Public Attributes inherited from oofem::StructuralInterfaceMaterial
bool useNumericalTangent
 

Detailed Description

Base class representing general isotropic damage model.

It is based on isotropic damage concept, assuming that damage evolution law is postulated in explicit form, relation damage parameter (omega) to scalar measure of the largest strain level ever reached in material (kappa).

Definition at line 97 of file mat_cebfip90.h.

Constructor & Destructor Documentation

oofem::CebFipSlip90Material::CebFipSlip90Material ( int  n,
Domain d 
)

Constructor.

Definition at line 48 of file mat_cebfip90.C.

oofem::CebFipSlip90Material::~CebFipSlip90Material ( )
virtual

Destructor.

Definition at line 52 of file mat_cebfip90.C.

Member Function Documentation

double oofem::CebFipSlip90Material::computeBondForce ( double  kappa)

Computes the value of bond force/stress, based on given value of slip value.

Parameters
kappaSlip value.

Definition at line 158 of file mat_cebfip90.C.

References alpha, s1, s2, s3, tmax, and tres.

Referenced by give1dStiffnessMatrix_Eng(), and giveEngTraction_1d().

double oofem::CebFipSlip90Material::computeBondForceStiffness ( double  kappa)

Computes the value of bond force/stress stiffness, based on given value of slip value.

Parameters
kappaSlip value.

Definition at line 173 of file mat_cebfip90.C.

References alpha, s1, s2, s3, tmax, and tres.

Referenced by give1dStiffnessMatrix_Eng().

virtual MaterialStatus* oofem::CebFipSlip90Material::CreateStatus ( GaussPoint gp) const
inlinevirtual

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 145 of file mat_cebfip90.h.

References oofem::CebFipSlip90MaterialStatus::CebFipSlip90MaterialStatus(), and oofem::FEMComponent::domain.

virtual const char* oofem::CebFipSlip90Material::giveClassName ( ) const
inlinevirtual
Returns
Class name of the receiver.

Reimplemented from oofem::StructuralInterfaceMaterial.

Definition at line 122 of file mat_cebfip90.h.

References oofem::IntegrationPointStatus::gp, and oofem::StructuralInterfaceMaterialStatus::jump.

void oofem::CebFipSlip90Material::giveInputRecord ( DynamicInputRecord input)
virtual
virtual const char* oofem::CebFipSlip90Material::giveInputRecordName ( ) const
inlinevirtual
Returns
Input record name of the receiver.

Implements oofem::FEMComponent.

Definition at line 121 of file mat_cebfip90.h.

References _IFT_CebFipSlip90Material_Name.

int oofem::CebFipSlip90Material::giveIPValue ( FloatArray answer,
GaussPoint gp,
InternalStateType  type,
TimeStep tStep 
)
virtual

Returns the integration point corresponding value in Reduced form.

Parameters
answerContain corresponding ip value, zero sized if not available.
gpIntegration point to which the value refers.
typeDetermines the type of internal variable.
tStepDetermines the time step.
Returns
Nonzero if the assignment can be done, zero if this type of variable is not supported.

Reimplemented from oofem::StructuralInterfaceMaterial.

Definition at line 112 of file mat_cebfip90.C.

References oofem::FloatArray::at(), oofem::StructuralInterfaceMaterial::giveIPValue(), oofem::CebFipSlip90MaterialStatus::giveKappa(), oofem::Material::giveStatus(), and oofem::FloatArray::resize().

virtual bool oofem::CebFipSlip90Material::hasAnalyticalTangentStiffness ( ) const
inlinevirtual

Tells if the model has implemented analytical tangent stiffness.

If not, the tangent must be computed numerically.

Implements oofem::StructuralInterfaceMaterial.

Definition at line 129 of file mat_cebfip90.h.

References oofem::FEMComponent::giveInputRecord(), oofem::MaterialStatus::initializeFrom(), and oofem::CebFipSlip90MaterialStatus::kappa.

virtual int oofem::CebFipSlip90Material::hasNonLinearBehaviour ( )
inlinevirtual

Returns nonzero if receiver is non linear.

Reimplemented from oofem::Material.

Definition at line 119 of file mat_cebfip90.h.

IRResultType oofem::CebFipSlip90Material::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::StructuralInterfaceMaterial.

Definition at line 127 of file mat_cebfip90.C.

References _IFT_CebFipSlip90Material_s1, _IFT_CebFipSlip90Material_s2, _IFT_CebFipSlip90Material_s3, _IFT_CebFipSlip90Material_tmax, _IFT_CebFipSlip90Material_tres, alpha, oofem::StructuralInterfaceMaterial::initializeFrom(), IR_GIVE_FIELD, s1, s2, s3, tmax, and tres.

Member Data Documentation

double oofem::CebFipSlip90Material::alpha
protected

Alpha coeff.

Definition at line 111 of file mat_cebfip90.h.

Referenced by computeBondForce(), computeBondForceStiffness(), and initializeFrom().

double oofem::CebFipSlip90Material::s1
protected

Slip valu at begining of yield plateau.

Definition at line 103 of file mat_cebfip90.h.

Referenced by computeBondForce(), computeBondForceStiffness(), giveInputRecord(), and initializeFrom().

double oofem::CebFipSlip90Material::s2
protected

Slip at end of plateau.

Definition at line 105 of file mat_cebfip90.h.

Referenced by computeBondForce(), computeBondForceStiffness(), giveInputRecord(), and initializeFrom().

double oofem::CebFipSlip90Material::s3
protected

Slip when residual force/stress activated.

Definition at line 107 of file mat_cebfip90.h.

Referenced by computeBondForce(), computeBondForceStiffness(), giveInputRecord(), and initializeFrom().

double oofem::CebFipSlip90Material::tmax
protected

Max force (stress).

Definition at line 101 of file mat_cebfip90.h.

Referenced by computeBondForce(), computeBondForceStiffness(), giveInputRecord(), and initializeFrom().

double oofem::CebFipSlip90Material::tres
protected

Residual force/stress.

Definition at line 109 of file mat_cebfip90.h.

Referenced by computeBondForce(), computeBondForceStiffness(), giveInputRecord(), and initializeFrom().


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

This page is part of the OOFEM documentation. Copyright (c) 2011 Borek Patzak
Project e-mail: info@oofem.org
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