OOFEM
2.4
OOFEM.org - Object Oriented Finite Element Solver
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Base class representing general isotropic damage model. More...
#include <mat_cebfip90.h>
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 MaterialStatus * | CreateStatus (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: . 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 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... | |
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... | |
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 | 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... | |
Domain * | domain |
Link to domain object, useful for communicating with other FEM components. More... | |
Additional Inherited Members | |
Public Attributes inherited from oofem::StructuralInterfaceMaterial | |
bool | useNumericalTangent |
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.
oofem::CebFipSlip90Material::CebFipSlip90Material | ( | int | n, |
Domain * | d | ||
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Constructor.
Definition at line 48 of file mat_cebfip90.C.
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Destructor.
Definition at line 52 of file mat_cebfip90.C.
double oofem::CebFipSlip90Material::computeBondForce | ( | double | kappa | ) |
Computes the value of bond force/stress, based on given value of slip value.
kappa | Slip 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.
kappa | Slip value. |
Definition at line 173 of file mat_cebfip90.C.
References alpha, s1, s2, s3, tmax, and tres.
Referenced by give1dStiffnessMatrix_Eng().
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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 145 of file mat_cebfip90.h.
References oofem::CebFipSlip90MaterialStatus::CebFipSlip90MaterialStatus(), and oofem::FEMComponent::domain.
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Reimplemented from oofem::StructuralInterfaceMaterial.
Definition at line 90 of file mat_cebfip90.C.
References oofem::__MatResponseModeToString(), oofem::FloatMatrix::at(), computeBondForce(), computeBondForceStiffness(), oofem::CebFipSlip90MaterialStatus::giveKappa(), oofem::Material::giveStatus(), oofem::CebFipSlip90MaterialStatus::giveTempKappa(), OOFEM_ERROR, and oofem::FloatMatrix::resize().
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Reimplemented from oofem::StructuralInterfaceMaterial.
Definition at line 122 of file mat_cebfip90.h.
References oofem::IntegrationPointStatus::gp, and oofem::StructuralInterfaceMaterialStatus::jump.
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Reimplemented from oofem::StructuralInterfaceMaterial.
Definition at line 57 of file mat_cebfip90.C.
References oofem::FloatArray::at(), computeBondForce(), oofem::CebFipSlip90MaterialStatus::giveKappa(), oofem::Material::giveStatus(), oofem::StructuralInterfaceMaterialStatus::letTempJumpBe(), oofem::StructuralInterfaceMaterialStatus::letTempTractionBe(), oofem::FloatArray::resize(), and oofem::CebFipSlip90MaterialStatus::setTempKappa().
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Setups the input record string of receiver.
input | Dynamic input record to be filled by receiver. |
Reimplemented from oofem::StructuralInterfaceMaterial.
Definition at line 144 of file mat_cebfip90.C.
References _IFT_CebFipSlip90Material_s1, _IFT_CebFipSlip90Material_s2, _IFT_CebFipSlip90Material_s3, _IFT_CebFipSlip90Material_tmax, _IFT_CebFipSlip90Material_tres, oofem::StructuralInterfaceMaterial::giveInputRecord(), s1, s2, s3, oofem::DynamicInputRecord::setField(), tmax, and tres.
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Implements oofem::FEMComponent.
Definition at line 121 of file mat_cebfip90.h.
References _IFT_CebFipSlip90Material_Name.
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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::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().
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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.
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Returns nonzero if receiver is non linear.
Reimplemented from oofem::Material.
Definition at line 119 of file mat_cebfip90.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::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.
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Alpha coeff.
Definition at line 111 of file mat_cebfip90.h.
Referenced by computeBondForce(), computeBondForceStiffness(), and initializeFrom().
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Slip valu at begining of yield plateau.
Definition at line 103 of file mat_cebfip90.h.
Referenced by computeBondForce(), computeBondForceStiffness(), giveInputRecord(), and initializeFrom().
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Slip at end of plateau.
Definition at line 105 of file mat_cebfip90.h.
Referenced by computeBondForce(), computeBondForceStiffness(), giveInputRecord(), and initializeFrom().
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Slip when residual force/stress activated.
Definition at line 107 of file mat_cebfip90.h.
Referenced by computeBondForce(), computeBondForceStiffness(), giveInputRecord(), and initializeFrom().
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Max force (stress).
Definition at line 101 of file mat_cebfip90.h.
Referenced by computeBondForce(), computeBondForceStiffness(), giveInputRecord(), and initializeFrom().
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Residual force/stress.
Definition at line 109 of file mat_cebfip90.h.
Referenced by computeBondForce(), computeBondForceStiffness(), giveInputRecord(), and initializeFrom().