OOFEM
2.4
OOFEM.org - Object Oriented Finite Element Solver
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This class implements a rheologic chain model describing a viscoelastic material. More...
#include <rheoChM.h>
Public Member Functions | |
RheoChainMaterial (int n, Domain *d) | |
virtual | ~RheoChainMaterial () |
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_3d (FloatArray &answer, GaussPoint *gp, const FloatArray &reducedE, TimeStep *tStep) |
Default implementation relies on giveRealStressVector for second Piola-Kirchoff stress. More... | |
virtual void | giveRealStressVector_PlaneStrain (FloatArray &answer, GaussPoint *gp, const FloatArray &reducedE, TimeStep *tStep) |
Default implementation relies on giveRealStressVector_3d. More... | |
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_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 | giveThermalDilatationVector (FloatArray &answer, GaussPoint *gp, TimeStep *tStep) |
Returns a vector of coefficients of thermal dilatation in direction of each material principal (local) axis. More... | |
virtual double | giveEModulus (GaussPoint *gp, TimeStep *tStep)=0 |
Evaluation of the incremental modulus. More... | |
virtual void | computeCharCoefficients (FloatArray &answer, double tPrime, GaussPoint *gp, TimeStep *tStep)=0 |
Evaluation of the moduli of individual units. More... | |
virtual int | hasNonLinearBehaviour () |
Returns nonzero if receiver is non linear. More... | |
virtual int | hasMaterialModeCapability (MaterialMode mode) |
Tests if material supports material mode. More... | |
virtual int | hasCastingTimeSupport () |
Tests if material supports casting time. More... | |
virtual const char * | giveClassName () const |
virtual IRResultType | initializeFrom (InputRecord *ir) |
Initializes receiver according to object description stored in input record. More... | |
virtual int | giveIPValue (FloatArray &answer, GaussPoint *gp, InternalStateType type, TimeStep *tStep) |
Returns the integration point corresponding value in Reduced form. 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 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 | givePlaneStressStiffMtrx (FloatMatrix &answer, MatResponseMode mmode, GaussPoint *gp, TimeStep *tStep) |
Method for computing plane stress stiffness matrix of receiver. More... | |
virtual void | givePlaneStrainStiffMtrx (FloatMatrix &answer, MatResponseMode mmode, GaussPoint *gp, TimeStep *tStep) |
Method for computing plane strain stiffness matrix of receiver. More... | |
virtual void | give1dStressStiffMtrx (FloatMatrix &answer, MatResponseMode mmode, GaussPoint *gp, TimeStep *tStep) |
Method for computing 1d 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 | 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 | giveShrinkageStrainVector (FloatArray &answer, GaussPoint *gp, TimeStep *tStep, ValueModeType mode) |
Computes, for the given integration point, the strain vector induced by stress-independent shrinkage. More... | |
virtual void | giveEigenStrainVector (FloatArray &answer, GaussPoint *gp, TimeStep *tStep, ValueModeType mode) |
Computes, for the given integration point, the strain vector induced by the stress history (typically creep strain). More... | |
virtual MaterialStatus * | CreateStatus (GaussPoint *gp) const |
Creates new copy of associated status and inserts it into given integration point. More... | |
double | giveAlphaOne () const |
double | giveAlphaTwo () const |
virtual double | computeCreepFunction (double t, double t_prime, GaussPoint *gp, TimeStep *tStep)=0 |
Evaluation of the creep compliance function at time t when loading is acting from time t_prime. More... | |
virtual bool | isActivated (TimeStep *tStep) |
Public Member Functions inherited from oofem::StructuralMaterial | |
StructuralMaterial (int n, Domain *d) | |
Constructor. More... | |
virtual | ~StructuralMaterial () |
Destructor. 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_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_Warping (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) |
double | giveReferenceTemperature () |
Returns the reference temperature of receiver. More... | |
virtual void | computeStressIndependentStrainVector_3d (FloatArray &answer, GaussPoint *gp, TimeStep *tStep, ValueModeType mode) |
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 | 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_dPdF (FloatMatrix &answer, MatResponseMode mmode, GaussPoint *gp, TimeStep *tStep) |
virtual void | givePlaneStressStiffMtrx_dCde (FloatMatrix &answer, MatResponseMode mmode, GaussPoint *gp, TimeStep *tStep) |
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_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 void | printYourself () |
Prints receiver state on stdout. Useful for debugging. 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 Member Functions | |
virtual int | hasIncrementalShrinkageFormulation () |
If only incremental shrinkage strain formulation is provided, then total shrinkage strain must be tracked in status in order to be able to compute total value. More... | |
const FloatArray & | giveDiscreteTimes () |
void | computeDiscreteRelaxationFunction (FloatArray &answer, const FloatArray &tSteps, double t0, double tr, GaussPoint *gp, TimeStep *tSte) |
Evaluation of the relaxation function at given times. More... | |
void | giveUnitComplianceMatrix (FloatMatrix &answer, GaussPoint *gp, TimeStep *tStep) |
Evaluation of elastic compliance matrix for unit Young's modulus. More... | |
void | giveUnitStiffnessMatrix (FloatMatrix &answer, GaussPoint *gp, TimeStep *tStep) |
Evaluation of elastic stiffness matrix for unit Young's modulus. More... | |
virtual void | updateEparModuli (double tPrime, GaussPoint *gp, TimeStep *tStep) |
Update of partial moduli of individual chain units. More... | |
double | giveEparModulus (int iChain) |
Access to partial modulus of a given unit. More... | |
virtual void | computeCharTimes () |
Evaluation of characteristic times. More... | |
double | giveCharTime (int) const |
Access to the characteristic time of a given unit. More... | |
virtual double | giveCharTimeExponent (int i) |
Exponent to be used with the char time of a given unit, usually = 1.0. More... | |
LinearElasticMaterial * | giveLinearElasticMaterial () |
Access to the underlying linear elastic material with unit Young's modulus. More... | |
double | giveEndOfTimeOfInterest () |
Access to the time up to which the response should be accurate. More... | |
void | computeTrueStressIndependentStrainVector (FloatArray &answer, GaussPoint *gp, TimeStep *tStep, ValueModeType mode) |
Computes, for the given integration point, the strain vector induced by stress-independent internal processes in the material. More... | |
Static Protected Member Functions | |
static void | generateLogTimeScale (FloatArray &answer, double from, double to, int nsteps) |
Generates discrete times starting from time "from" to time "to" uniformly distributed in log time scale. More... | |
Protected Attributes | |
double | talpha |
thermal dilatation coeff. More... | |
int | nUnits |
Number of (Maxwell or Kelvin) units in the rheologic chain. More... | |
double | relMatAge |
Physical age of the material at simulation time = 0. More... | |
bool | lattice |
double | nu |
Poisson's ratio (assumed to be constant, unaffected by creep). More... | |
double | alphaOne |
Parameters for the lattice model. More... | |
double | alphaTwo |
double | EparValTime |
Time for which the partial moduli of individual units have been evaluated. More... | |
double | begOfTimeOfInterest |
Time from which the model should give a good approximation. Optional field. Default value is 0.1 [day]. More... | |
double | endOfTimeOfInterest |
Time (age???) up to which the model should give a good approximation. More... | |
LinearElasticMaterial * | linearElasticMaterial |
Associated linearElasticMaterial, with E = 1. More... | |
FloatArray | EparVal |
Partial moduli of individual units. More... | |
FloatArray | charTimes |
Characteristic times of individual units (relaxation or retardation times). More... | |
FloatArray | discreteTimeScale |
Times at which the errors are evaluated if the least-square method is used. More... | |
double | timeFactor |
Scaling factor transforming the simulation time units into days (gives the number of simulation time units in one day, e.g. More... | |
int | preCastingTimeMat |
Stiffness at time less than casting time - optional parameter, negative by default. 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 implements a rheologic chain model describing a viscoelastic material.
It serves as the parent class for Maxwell and Kelvin chains.
oofem::RheoChainMaterial::RheoChainMaterial | ( | int | n, |
Domain * | d | ||
) |
Definition at line 48 of file rheoChM.C.
References EparValTime, linearElasticMaterial, nUnits, preCastingTimeMat, and relMatAge.
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virtual |
Definition at line 59 of file rheoChM.C.
References linearElasticMaterial.
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pure virtual |
Evaluation of the moduli of individual units.
Implemented in oofem::MPSMaterial, oofem::Eurocode2CreepMaterial, oofem::B3SolidMaterial, oofem::MaxwellChainMaterial, and oofem::KelvinChainMaterial.
Referenced by updateEparModuli().
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protectedvirtual |
Evaluation of characteristic times.
Reimplemented in oofem::MPSMaterial, oofem::Eurocode2CreepMaterial, and oofem::B3SolidMaterial.
Definition at line 403 of file rheoChM.C.
References oofem::FloatArray::at(), begOfTimeOfInterest, charTimes, giveEndOfTimeOfInterest(), nUnits, OOFEM_ERROR, relMatAge, oofem::FloatArray::resize(), and oofem::FloatArray::zero().
Referenced by initializeFrom().
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pure virtual |
Evaluation of the creep compliance function at time t when loading is acting from time t_prime.
Implemented in oofem::MPSMaterial, oofem::Eurocode2CreepMaterial, oofem::B3SolidMaterial, oofem::B3Material, oofem::KelvinChainSolidMaterial, oofem::CebFip78Material, and oofem::DoublePowerLawMaterial.
Referenced by oofem::KelvinChainMaterial::computeCharCoefficients(), and computeDiscreteRelaxationFunction().
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protected |
Evaluation of the relaxation function at given times.
This functions solves numerically an integral equation of the form
where is stress-independent deformation, for the case where is kept at constant value in time.
[out] | answer | Array with evaluated relaxation function. |
t0 | Age of material when load is applied. | |
tr | Age of material when relaxation has begun ??? | |
tSteps | At which times the relaxation function will be evaluated. |
Definition at line 193 of file rheoChM.C.
References oofem::FloatArray::at(), computeCreepFunction(), oofem::FloatArray::giveSize(), oofem::FloatArray::resize(), and oofem::FloatArray::zero().
Referenced by oofem::MaxwellChainMaterial::computeCharCoefficients().
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virtual |
Computes reduced strain vector in given integration point, generated by internal processes in material, which are independent on loading in particular integration point.
Default implementation takes into account temperature induced strains and eigenstrains.
answer | Returned strain vector. |
gp | Integration point. |
tStep | Time step (most models are able to respond only when tStep is current time step). |
mode | Determines response mode (Total or incremental). |
Reimplemented from oofem::StructuralMaterial.
Definition at line 371 of file rheoChM.C.
References oofem::FloatArray::add(), oofem::Material::castingTime, computeTrueStressIndependentStrainVector(), giveEigenStrainVector(), oofem::TimeStep::giveIntrinsicTime(), and oofem::FloatArray::giveSize().
Referenced by oofem::KelvinChainSolidMaterial::computeHiddenVars(), and oofem::KelvinChainMaterial::computeHiddenVars().
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protected |
Computes, for the given integration point, the strain vector induced by stress-independent internal processes in the material.
Takes into account only temperature and shrinkage-induced strains.
answer | Returned strain vector. |
gp | Integration point. |
tStep | Time step (most models are able to respond only when tStep is current time step). |
mode | Determines response mode (Total or incremental). |
Definition at line 344 of file rheoChM.C.
References oofem::FloatArray::add(), oofem::FloatArray::at(), oofem::StructuralMaterial::computeStressIndependentStrainVector(), giveShrinkageStrainVector(), oofem::FloatArray::giveSize(), oofem::Material::giveStatus(), oofem::RheoChainMaterialStatus::giveThermalStrain(), and oofem::RheoChainMaterialStatus::setTempThermalStrain().
Referenced by oofem::MaxwellChainMaterial::computeHiddenVars(), and computeStressIndependentStrainVector().
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virtual |
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::MPSDamMaterial, oofem::MPSMaterial, oofem::Eurocode2CreepMaterial, oofem::B3SolidMaterial, oofem::MaxwellChainMaterial, oofem::KelvinChainSolidMaterial, and oofem::KelvinChainMaterial.
Definition at line 576 of file rheoChM.C.
References oofem::FEMComponent::giveDomain(), and nUnits.
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staticprotected |
Generates discrete times starting from time "from" to time "to" uniformly distributed in log time scale.
The time interval (to-from) is divided to nsteps intervals. We return times starting from ("from" + first increment)
answer | Resulting array of discrete times. |
from | Starting time |
to | End time |
nsteps | Number of discrete steps. |
Definition at line 247 of file rheoChM.C.
References oofem::FloatArray::at(), oofem::FloatArray::resize(), and oofem::FloatArray::zero().
Referenced by initializeFrom().
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Method for computing 1d stiffness matrix of receiver.
Default implementation computes 3d stiffness matrix using give3dMaterialStiffnessMatrix and reduces it to 1d stiffness using reduce method described above. However, this reduction is quite time consuming and if it is possible, it is recommended to overload this method and provide direct method for computing particular stiffness matrix.
answer | Stiffness matrix. |
mmode | Material response mode. |
gp | Integration point, which load history is used. |
tStep | Time step (most models are able to respond only when tStep is current time step). |
Reimplemented from oofem::StructuralMaterial.
Reimplemented in oofem::MPSDamMaterial.
Definition at line 521 of file rheoChM.C.
References oofem::Material::castingTime, oofem::FEMComponent::domain, oofem::StructuralMaterial::give1dStressStiffMtrx(), giveEModulus(), oofem::TimeStep::giveIntrinsicTime(), giveLinearElasticMaterial(), oofem::Domain::giveMaterial(), oofem::Material::giveStatus(), preCastingTimeMat, and oofem::FloatMatrix::times().
Referenced by oofem::MPSDamMaterial::give1dStressStiffMtrx().
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Method for computing 2d lattice stiffness matrix of receiver.
answer | Stiffness matrix. |
mmode | Material response mode. |
gp | Integration point, which load history is used. |
tStep | Time step (most models are able to respond only when tStep is current time step). |
Reimplemented from oofem::StructuralMaterial.
Definition at line 538 of file rheoChM.C.
References oofem::Material::castingTime, oofem::FEMComponent::domain, oofem::StructuralMaterial::give2dLatticeStiffMtrx(), giveEModulus(), oofem::TimeStep::giveIntrinsicTime(), giveLinearElasticMaterial(), oofem::Domain::giveMaterial(), oofem::Material::giveStatus(), preCastingTimeMat, and oofem::FloatMatrix::times().
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Method for computing 3d lattice stiffness matrix of receiver.
answer | Stiffness matrix. |
mmode | Material response mode. |
gp | Integration point, which load history is used. |
tStep | Time step (most models are able to respond only when tStep is current time step). |
Reimplemented from oofem::StructuralMaterial.
Definition at line 557 of file rheoChM.C.
References oofem::Material::castingTime, oofem::FEMComponent::domain, oofem::StructuralMaterial::give3dLatticeStiffMtrx(), giveEModulus(), oofem::TimeStep::giveIntrinsicTime(), giveLinearElasticMaterial(), oofem::Domain::giveMaterial(), oofem::Material::giveStatus(), preCastingTimeMat, and oofem::FloatMatrix::times().
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Computes full 3d material stiffness matrix at given integration point, time, respecting load history in integration point.
answer | Computed results. |
mode | Material response mode. |
gp | Integration point. |
tStep | Time step (most models are able to respond only when tStep is current time step). |
Reimplemented from oofem::StructuralMaterial.
Reimplemented in oofem::MPSDamMaterial.
Definition at line 459 of file rheoChM.C.
References oofem::Material::castingTime, oofem::FEMComponent::domain, oofem::StructuralMaterial::give3dMaterialStiffnessMatrix(), giveEModulus(), oofem::TimeStep::giveIntrinsicTime(), giveLinearElasticMaterial(), oofem::Domain::giveMaterial(), oofem::Material::giveStatus(), preCastingTimeMat, and oofem::FloatMatrix::times().
Referenced by oofem::MPSDamMaterial::give3dMaterialStiffnessMatrix().
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inline |
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inline |
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Access to the characteristic time of a given unit.
Definition at line 397 of file rheoChM.C.
References oofem::FloatArray::at(), and charTimes.
Referenced by oofem::KelvinChainSolidMaterial::computeBetaMu(), oofem::KelvinChainMaterial::computeCharCoefficients(), oofem::MaxwellChainMaterial::computeCharCoefficients(), oofem::B3SolidMaterial::computeCharCoefficients(), oofem::MaxwellChainMaterial::computeHiddenVars(), oofem::KelvinChainMaterial::computeHiddenVars(), oofem::KelvinChainSolidMaterial::computeLambdaMu(), oofem::KelvinChainMaterial::giveEigenStrainVector(), oofem::MaxwellChainMaterial::giveEigenStrainVector(), oofem::KelvinChainMaterial::giveEModulus(), and oofem::MaxwellChainMaterial::giveEModulus().
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inlineprotectedvirtual |
Exponent to be used with the char time of a given unit, usually = 1.0.
Definition at line 356 of file rheoChM.h.
Referenced by oofem::MaxwellChainMaterial::computeCharCoefficients(), oofem::MaxwellChainMaterial::computeHiddenVars(), oofem::MaxwellChainMaterial::giveEigenStrainVector(), and oofem::MaxwellChainMaterial::giveEModulus().
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inlinevirtual |
Reimplemented from oofem::StructuralMaterial.
Reimplemented in oofem::MPSMaterial, oofem::MPSDamMaterial, oofem::Eurocode2CreepMaterial, oofem::B3SolidMaterial, oofem::B3Material, oofem::MaxwellChainMaterial, oofem::KelvinChainSolidMaterial, oofem::KelvinChainMaterial, oofem::CebFip78Material, and oofem::DoublePowerLawMaterial.
Definition at line 219 of file rheoChM.h.
References oofem::MaterialStatus::initializeFrom().
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Definition at line 260 of file rheoChM.C.
References discreteTimeScale.
Referenced by oofem::KelvinChainMaterial::computeCharCoefficients(), oofem::MaxwellChainMaterial::computeCharCoefficients(), and oofem::KelvinChainMaterial::initializeFrom().
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Computes, for the given integration point, the strain vector induced by the stress history (typically creep strain).
answer | Computed strains. |
gp | Integration point. |
tStep | Time step (most models are able to respond only when tStep is the current time step). |
mode | Determines response mode. |
Reimplemented in oofem::MPSMaterial, oofem::B3SolidMaterial, oofem::MaxwellChainMaterial, oofem::KelvinChainSolidMaterial, and oofem::KelvinChainMaterial.
Definition at line 282 of file rheoChM.h.
Referenced by computeStressIndependentStrainVector().
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pure virtual |
Evaluation of the incremental modulus.
Implemented in oofem::MPSMaterial, oofem::Eurocode2CreepMaterial, oofem::B3SolidMaterial, oofem::MaxwellChainMaterial, oofem::KelvinChainMaterial, and oofem::KelvinChainSolidMaterial.
Referenced by give1dStressStiffMtrx(), give2dLatticeStiffMtrx(), give3dLatticeStiffMtrx(), give3dMaterialStiffnessMatrix(), givePlaneStrainStiffMtrx(), givePlaneStressStiffMtrx(), and giveRealStressVector().
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Access to the time up to which the response should be accurate.
Definition at line 647 of file rheoChM.C.
References endOfTimeOfInterest, oofem::FEMComponent::giveDomain(), oofem::EngngModel::giveEndOfTimeOfInterest(), oofem::Domain::giveEngngModel(), and timeFactor.
Referenced by oofem::B3SolidMaterial::computeCharTimes(), oofem::MPSMaterial::computeCharTimes(), computeCharTimes(), and initializeFrom().
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Access to partial modulus of a given unit.
Definition at line 303 of file rheoChM.C.
References oofem::FloatArray::at(), and EparVal.
Referenced by oofem::MaxwellChainMaterial::computeHiddenVars(), oofem::KelvinChainMaterial::computeHiddenVars(), oofem::KelvinChainSolidMaterial::giveEigenStrainVector(), oofem::KelvinChainSolidMaterial::giveEModulus(), oofem::KelvinChainMaterial::giveEModulus(), and oofem::MaxwellChainMaterial::giveEModulus().
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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::StructuralMaterial.
Reimplemented in oofem::MPSMaterial, and oofem::MPSDamMaterial.
Definition at line 701 of file rheoChM.C.
References oofem::FloatArray::at(), oofem::StructuralMaterial::giveIPValue(), oofem::Material::giveStatus(), oofem::RheoChainMaterialStatus::giveThermalStrain(), oofem::FloatArray::resize(), and oofem::FloatArray::zero().
Referenced by oofem::MPSMaterial::giveIPValue().
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Access to the underlying linear elastic material with unit Young's modulus.
Definition at line 629 of file rheoChM.C.
References oofem::FEMComponent::giveDomain(), oofem::FEMComponent::giveNumber(), lattice, linearElasticMaterial, and nu.
Referenced by give1dStressStiffMtrx(), give2dLatticeStiffMtrx(), give3dLatticeStiffMtrx(), give3dMaterialStiffnessMatrix(), givePlaneStrainStiffMtrx(), givePlaneStressStiffMtrx(), giveUnitComplianceMatrix(), giveUnitStiffnessMatrix(), restoreIPContext(), and saveIPContext().
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Method for computing plane strain stiffness matrix of receiver.
Default implementation computes 3d stiffness matrix using give3dMaterialStiffnessMatrix and reduces it to plane strain stiffness using reduce method described above. However, this reduction is quite time consuming and if it is possible, it is recommended to overload this method and provide direct method for computing particular stiffness matrix. Note: as already described, if zero strain component is imposed (Plane strain, ..) this condition must be taken into account in geometrical relations, and corresponding component has to be included in reduced vector. (So plane strain conditions are , but relations for and are included).
answer | Stiffness matrix. |
mmode | Material response mode. |
gp | Integration point, which load history is used. |
tStep | Time step (most models are able to respond only when tStep is current time step). |
Reimplemented from oofem::StructuralMaterial.
Reimplemented in oofem::MPSDamMaterial.
Definition at line 503 of file rheoChM.C.
References oofem::Material::castingTime, oofem::FEMComponent::domain, giveEModulus(), oofem::TimeStep::giveIntrinsicTime(), giveLinearElasticMaterial(), oofem::Domain::giveMaterial(), oofem::StructuralMaterial::givePlaneStrainStiffMtrx(), oofem::Material::giveStatus(), preCastingTimeMat, and oofem::FloatMatrix::times().
Referenced by oofem::MPSDamMaterial::givePlaneStrainStiffMtrx().
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Method for computing plane stress stiffness matrix of receiver.
Default implementation computes 3d stiffness matrix using give3dMaterialStiffnessMatrix and reduces it to plane stress stiffness using reduce method described above. However, this reduction is quite time consuming and if it is possible, it is recommended to overload this method and provide direct method for computing particular stiffness matrix.
answer | Stiffness matrix. |
mmode | Material response mode. |
gp | Integration point, which load history is used. |
tStep | Time step (most models are able to respond only when tStep is current time step). |
Reimplemented from oofem::StructuralMaterial.
Reimplemented in oofem::MPSDamMaterial.
Definition at line 486 of file rheoChM.C.
References oofem::Material::castingTime, oofem::FEMComponent::domain, giveEModulus(), oofem::TimeStep::giveIntrinsicTime(), giveLinearElasticMaterial(), oofem::Domain::giveMaterial(), oofem::StructuralMaterial::givePlaneStressStiffMtrx(), oofem::Material::giveStatus(), preCastingTimeMat, and oofem::FloatMatrix::times().
Referenced by oofem::MPSDamMaterial::givePlaneStressStiffMtrx().
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Computes the real stress vector for given total strain and integration point.
The total strain is defined as strain computed directly from displacement field at given time. The stress independent parts (temperature, eigenstrains) are subtracted in constitutive driver. The service should use previously reached equilibrium history variables. Also it should update temporary history variables in status according to newly reached state. The temporary history variables are moved into equilibrium ones after global structure equilibrium has been reached by iteration process.
answer | Stress vector in reduced form. For large deformations it is treated as the second Piola-Kirchoff stress. |
gp | Integration point. |
reducedStrain | Strain vector in reduced form. For large deformations it is treated as the Green-Lagrange strain. |
tStep | Current time step (most models are able to respond only when tStep is current time step). |
Reimplemented from oofem::StructuralMaterial.
Reimplemented in oofem::MPSMaterial, oofem::MPSDamMaterial, oofem::Eurocode2CreepMaterial, oofem::B3SolidMaterial, oofem::KelvinChainMaterial, oofem::MaxwellChainMaterial, and oofem::KelvinChainSolidMaterial.
Definition at line 81 of file rheoChM.C.
References oofem::FloatArray::add(), oofem::FloatArray::beDifferenceOf(), oofem::FloatArray::beProductOf(), oofem::Material::castingTime, oofem::FEMComponent::domain, giveEModulus(), oofem::TimeStep::giveIntrinsicTime(), oofem::Domain::giveMaterial(), oofem::GaussPoint::giveMaterialMode(), giveShrinkageStrainVector(), oofem::FloatArray::giveSize(), oofem::StructuralMaterial::giveSizeOfVoigtSymVector(), oofem::Material::giveStatus(), oofem::StructuralMaterial::giveStiffnessMatrix(), oofem::StructuralMaterialStatus::giveStrainVector(), oofem::StructuralMaterial::giveStressDependentPartOfStrainVector(), giveUnitStiffnessMatrix(), oofem::RheoChainMaterialStatus::giveViscoelasticStressVector(), hasIncrementalShrinkageFormulation(), oofem::Material::initTempStatus(), isActivated(), oofem::StructuralMaterialStatus::letTempStrainVectorBe(), oofem::StructuralMaterialStatus::letTempStressVectorBe(), preCastingTimeMat, oofem::FloatArray::resize(), oofem::RheoChainMaterialStatus::setShrinkageStrainVector(), oofem::FloatMatrix::times(), and oofem::FloatArray::zero().
Referenced by oofem::KelvinChainSolidMaterial::giveRealStressVector(), oofem::MaxwellChainMaterial::giveRealStressVector(), and oofem::KelvinChainMaterial::giveRealStressVector().
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Default implementation relies on giveRealStressVector_StressControl.
Reimplemented from oofem::StructuralMaterial.
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Default implementation relies on giveRealStressVector_StressControl.
Reimplemented from oofem::StructuralMaterial.
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Default implementation relies on giveRealStressVector for second Piola-Kirchoff stress.
Reimplemented from oofem::StructuralMaterial.
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Default implementation relies on giveRealStressVector_3d.
Reimplemented from oofem::StructuralMaterial.
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Default implementation relies on giveRealStressVector_StressControl.
Reimplemented from oofem::StructuralMaterial.
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Default implementation relies on giveRealStressVector_StressControl.
Reimplemented from oofem::StructuralMaterial.
Definition at line 191 of file rheoChM.h.
References oofem::IntegrationPointStatus::gp.
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Computes, for the given integration point, the strain vector induced by stress-independent shrinkage.
answer | Returned strain vector. |
gp | Integration point. |
tStep | Time step (most models are able to respond only when tStep is current time step). |
mode | Determines response mode (Total or incremental). |
Reimplemented in oofem::MPSMaterial, oofem::Eurocode2CreepMaterial, oofem::B3SolidMaterial, oofem::B3Material, oofem::MaxwellChainMaterial, oofem::KelvinChainSolidMaterial, and oofem::KelvinChainMaterial.
Definition at line 267 of file rheoChM.h.
References oofem::FloatArray::clear().
Referenced by computeTrueStressIndependentStrainVector(), and giveRealStressVector().
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Returns a vector of coefficients of thermal dilatation in direction of each material principal (local) axis.
answer | Vector of thermal dilatation coefficients. |
gp | Integration point. |
tStep | Time step (most models are able to respond only when tStep is current time step). |
Reimplemented from oofem::StructuralMaterial.
Definition at line 169 of file rheoChM.C.
References oofem::FloatArray::at(), oofem::GaussPoint::giveMaterialMode(), oofem::FloatArray::resize(), talpha, and oofem::FloatArray::zero().
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Evaluation of elastic compliance matrix for unit Young's modulus.
Definition at line 286 of file rheoChM.C.
References oofem::FloatMatrix::beInverseOf(), giveLinearElasticMaterial(), and oofem::StructuralMaterial::giveStiffnessMatrix().
Referenced by oofem::KelvinChainSolidMaterial::giveEigenStrainVector(), oofem::MaxwellChainMaterial::giveEigenStrainVector(), and oofem::B3SolidMaterial::giveEigenStrainVector().
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Evaluation of elastic stiffness matrix for unit Young's modulus.
Definition at line 267 of file rheoChM.C.
References giveLinearElasticMaterial(), and oofem::StructuralMaterial::giveStiffnessMatrix().
Referenced by oofem::KelvinChainSolidMaterial::computeHiddenVars(), oofem::MaxwellChainMaterial::computeHiddenVars(), and giveRealStressVector().
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Tests if material supports casting time.
Reimplemented from oofem::Material.
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If only incremental shrinkage strain formulation is provided, then total shrinkage strain must be tracked in status in order to be able to compute total value.
Reimplemented in oofem::MPSMaterial, oofem::Eurocode2CreepMaterial, oofem::B3SolidMaterial, oofem::B3Material, oofem::KelvinChainSolidMaterial, oofem::MaxwellChainMaterial, and oofem::KelvinChainMaterial.
Definition at line 306 of file rheoChM.h.
Referenced by giveRealStressVector().
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Tests if material supports material mode.
mode | Required material mode. |
Reimplemented from oofem::StructuralMaterial.
Reimplemented in oofem::MPSDamMaterial.
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inlinevirtual |
Returns nonzero if receiver is non linear.
Reimplemented from oofem::Material.
Reimplemented in oofem::MPSDamMaterial, oofem::MaxwellChainMaterial, oofem::KelvinChainSolidMaterial, and oofem::KelvinChainMaterial.
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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.
ir | Input record to initialize from. |
Reimplemented from oofem::StructuralMaterial.
Reimplemented in oofem::MPSMaterial, oofem::MPSDamMaterial, oofem::Eurocode2CreepMaterial, oofem::B3SolidMaterial, oofem::B3Material, oofem::MaxwellChainMaterial, oofem::KelvinChainSolidMaterial, oofem::KelvinChainMaterial, oofem::CebFip78Material, and oofem::DoublePowerLawMaterial.
Definition at line 583 of file rheoChM.C.
References _IFT_RheoChainMaterial_alphaOne, _IFT_RheoChainMaterial_alphaTwo, _IFT_RheoChainMaterial_begoftimeofinterest, _IFT_RheoChainMaterial_endoftimeofinterest, _IFT_RheoChainMaterial_lattice, _IFT_RheoChainMaterial_n, _IFT_RheoChainMaterial_preCastingTimeMat, _IFT_RheoChainMaterial_relmatage, _IFT_RheoChainMaterial_talpha, _IFT_RheoChainMaterial_timefactor, alphaOne, alphaTwo, begOfTimeOfInterest, computeCharTimes(), discreteTimeScale, endOfTimeOfInterest, generateLogTimeScale(), giveEndOfTimeOfInterest(), oofem::InputRecord::hasField(), oofem::StructuralMaterial::initializeFrom(), IR_GIVE_FIELD, IR_GIVE_OPTIONAL_FIELD, oofem::IRRT_OK, lattice, MNC_NPOINTS, nu, preCastingTimeMat, relMatAge, talpha, and timeFactor.
Referenced by oofem::KelvinChainMaterial::initializeFrom(), oofem::KelvinChainSolidMaterial::initializeFrom(), and oofem::MaxwellChainMaterial::initializeFrom().
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tStep | Time step to check activity for. |
Reimplemented from oofem::Material.
Definition at line 292 of file rheoChM.h.
References oofem::Material::isActivated().
Referenced by oofem::KelvinChainSolidMaterial::computeHiddenVars(), oofem::Eurocode2CreepMaterial::giveEModulus(), giveRealStressVector(), oofem::Eurocode2CreepMaterial::giveRealStressVector(), oofem::MPSDamMaterial::giveRealStressVector(), and oofem::Eurocode2CreepMaterial::giveShrinkageStrainVector().
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Reads integration point state to output stream.
stream | Output stream. |
mode | Determines amount of info required in stream (state, definition, ...). |
gp | integration point. |
throws | an ContextIOERR exception if error encountered. |
Reimplemented from oofem::Material.
Definition at line 679 of file rheoChM.C.
References oofem::CIO_OK, giveLinearElasticMaterial(), oofem::Material::restoreIPContext(), and THROW_CIOERR.
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Stores integration point state to output stream.
stream | Output stream. |
mode | Determines amount of info required in stream (state, definition, ...). |
gp | integration point. |
throws | an ContextIOERR exception if error encountered. |
Reimplemented from oofem::Material.
Definition at line 659 of file rheoChM.C.
References oofem::CIO_OK, giveLinearElasticMaterial(), oofem::Material::saveIPContext(), and THROW_CIOERR.
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protectedvirtual |
Update of partial moduli of individual chain units.
Reimplemented in oofem::B3SolidMaterial.
Definition at line 313 of file rheoChM.C.
References computeCharCoefficients(), EparVal, EparValTime, and TIME_DIFF.
Referenced by oofem::MaxwellChainMaterial::computeHiddenVars(), oofem::KelvinChainSolidMaterial::giveEigenStrainVector(), oofem::KelvinChainSolidMaterial::giveEModulus(), oofem::KelvinChainMaterial::giveEModulus(), oofem::MaxwellChainMaterial::giveEModulus(), and oofem::B3SolidMaterial::updateEparModuli().
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Parameters for the lattice model.
Definition at line 144 of file rheoChM.h.
Referenced by initializeFrom().
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Definition at line 144 of file rheoChM.h.
Referenced by initializeFrom().
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Time from which the model should give a good approximation. Optional field. Default value is 0.1 [day].
Definition at line 149 of file rheoChM.h.
Referenced by oofem::B3SolidMaterial::computeCharTimes(), oofem::Eurocode2CreepMaterial::computeCharTimes(), computeCharTimes(), and initializeFrom().
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Characteristic times of individual units (relaxation or retardation times).
Definition at line 158 of file rheoChM.h.
Referenced by oofem::B3SolidMaterial::computeCharCoefficients(), oofem::B3SolidMaterial::computeCharTimes(), oofem::Eurocode2CreepMaterial::computeCharTimes(), computeCharTimes(), and giveCharTime().
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Times at which the errors are evaluated if the least-square method is used.
Definition at line 160 of file rheoChM.h.
Referenced by giveDiscreteTimes(), and initializeFrom().
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Time (age???) up to which the model should give a good approximation.
Definition at line 151 of file rheoChM.h.
Referenced by oofem::B3SolidMaterial::computeCharTimes(), oofem::Eurocode2CreepMaterial::computeCharTimes(), giveEndOfTimeOfInterest(), and initializeFrom().
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Partial moduli of individual units.
Definition at line 155 of file rheoChM.h.
Referenced by oofem::KelvinChainSolidMaterial::giveEigenStrainVector(), oofem::KelvinChainSolidMaterial::giveEModulus(), giveEparModulus(), oofem::B3SolidMaterial::updateEparModuli(), and updateEparModuli().
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Time for which the partial moduli of individual units have been evaluated.
Definition at line 146 of file rheoChM.h.
Referenced by RheoChainMaterial(), and updateEparModuli().
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Definition at line 140 of file rheoChM.h.
Referenced by giveLinearElasticMaterial(), and initializeFrom().
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Associated linearElasticMaterial, with E = 1.
Definition at line 153 of file rheoChM.h.
Referenced by giveLinearElasticMaterial(), RheoChainMaterial(), and ~RheoChainMaterial().
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Poisson's ratio (assumed to be constant, unaffected by creep).
Definition at line 142 of file rheoChM.h.
Referenced by giveLinearElasticMaterial(), and initializeFrom().
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Number of (Maxwell or Kelvin) units in the rheologic chain.
Definition at line 136 of file rheoChM.h.
Referenced by oofem::KelvinChainMaterial::computeCharCoefficients(), oofem::MaxwellChainMaterial::computeCharCoefficients(), oofem::B3SolidMaterial::computeCharCoefficients(), oofem::Eurocode2CreepMaterial::computeCharCoefficients(), oofem::B3SolidMaterial::computeCharTimes(), oofem::Eurocode2CreepMaterial::computeCharTimes(), computeCharTimes(), oofem::KelvinChainSolidMaterial::computeHiddenVars(), oofem::MaxwellChainMaterial::computeHiddenVars(), oofem::KelvinChainMaterial::computeHiddenVars(), oofem::KelvinChainMaterial::CreateStatus(), oofem::KelvinChainSolidMaterial::CreateStatus(), oofem::MaxwellChainMaterial::CreateStatus(), oofem::B3SolidMaterial::CreateStatus(), oofem::Eurocode2CreepMaterial::CreateStatus(), oofem::MPSDamMaterial::CreateStatus(), CreateStatus(), oofem::KelvinChainMaterial::giveEigenStrainVector(), oofem::KelvinChainSolidMaterial::giveEigenStrainVector(), oofem::MaxwellChainMaterial::giveEigenStrainVector(), oofem::KelvinChainSolidMaterial::giveEModulus(), oofem::KelvinChainMaterial::giveEModulus(), oofem::MaxwellChainMaterial::giveEModulus(), and RheoChainMaterial().
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Stiffness at time less than casting time - optional parameter, negative by default.
Definition at line 172 of file rheoChM.h.
Referenced by give1dStressStiffMtrx(), give2dLatticeStiffMtrx(), give3dLatticeStiffMtrx(), give3dMaterialStiffnessMatrix(), givePlaneStrainStiffMtrx(), givePlaneStressStiffMtrx(), giveRealStressVector(), initializeFrom(), and RheoChainMaterial().
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Physical age of the material at simulation time = 0.
Definition at line 138 of file rheoChM.h.
Referenced by computeCharTimes(), oofem::Eurocode2CreepMaterial::computeEquivalentMaturity(), oofem::B3SolidMaterial::computeFlowTermViscosity(), oofem::MaxwellChainMaterial::computeHiddenVars(), oofem::B3Material::computeShrinkageStrainVector(), oofem::B3SolidMaterial::computeSolidifiedVolume(), oofem::B3Material::computeTotalAverageShrinkageStrainVector(), oofem::B3SolidMaterial::computeTotalAverageShrinkageStrainVector(), oofem::KelvinChainMaterial::giveEModulus(), oofem::MaxwellChainMaterial::giveEModulus(), oofem::B3SolidMaterial::giveEModulus(), oofem::Eurocode2CreepMaterial::giveEModulus(), oofem::Eurocode2CreepMaterial::giveShrinkageStrainVector(), initializeFrom(), and RheoChainMaterial().
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thermal dilatation coeff.
Definition at line 134 of file rheoChM.h.
Referenced by giveThermalDilatationVector(), and initializeFrom().
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Scaling factor transforming the simulation time units into days (gives the number of simulation time units in one day, e.g.
86400 if the simulation works with seconds as the time units)
Definition at line 167 of file rheoChM.h.
Referenced by oofem::Eurocode2CreepMaterial::computeCharCoefficients(), oofem::Eurocode2CreepMaterial::computeCharTimes(), oofem::Eurocode2CreepMaterial::computeConcreteStrengthAtAge(), oofem::Eurocode2CreepMaterial::computeCreepCoefficient(), oofem::B3SolidMaterial::computeFlowTermViscosity(), oofem::MaxwellChainMaterial::computeHiddenVars(), oofem::B3SolidMaterial::computeMicroPrestress(), oofem::Eurocode2CreepMaterial::computeRetardationTimeCorrection(), oofem::B3Material::computeShrinkageStrainVector(), oofem::B3SolidMaterial::computeSolidifiedVolume(), oofem::B3Material::computeTotalAverageShrinkageStrainVector(), oofem::B3SolidMaterial::computeTotalAverageShrinkageStrainVector(), oofem::Eurocode2CreepMaterial::evaluateSpectrumAt(), oofem::MaxwellChainMaterial::giveEigenStrainVector(), oofem::B3SolidMaterial::giveEigenStrainVector(), oofem::MaxwellChainMaterial::giveEModulus(), oofem::B3SolidMaterial::giveEModulus(), giveEndOfTimeOfInterest(), oofem::Eurocode2CreepMaterial::giveShrinkageStrainVector(), and initializeFrom().