46#define LOCAL_ZERO_MASS_REPLACEMENT 1
50#define _IFT_NlDEIDynamic_Name "nldeidynamic"
51#define _IFT_NlDEIDynamic_dumpcoef "dumpcoef"
52#define _IFT_NlDEIDynamic_deltat "deltat"
53#define _IFT_NlDEIDynamic_drflag "drflag"
54#define _IFT_NlDEIDynamic_tau "tau"
55#define _IFT_NlDEIDynamic_py "py"
56#define _IFT_NlDEIDynamic_nonlocalext "nonlocalext"
57#define _IFT_NlDEIDynamic_reduct "reduct"
130 std::unique_ptr<SparseLinearSystemNM>
nMethod;
EngngModel * master
Master e-model; if defined receiver is in maintained (slave) mode.
FloatArray internalForces
Vector of real nodal forces.
void saveContext(DataStream &stream, ContextMode mode) override
FloatArray massMatrix
Mass matrix.
double pMp
Product of p^tM^(-1)p; where p is reference load vector.
FloatArray accelerationVector
TimeStep * giveNextStep() override
Returns next time step (next to current step) of receiver.
int estimateMaxPackSize(IntArray &commMap, DataStream &buff, int packUnpackType) override
void restoreContext(DataStream &stream, ContextMode mode) override
double dumpingCoef
Dumping coefficient (C = dumpingCoef * MassMtrx).
double reductionFactor
Optional reduction factor for time step deltaT.
FloatArray loadRefVector
Reference load vector.
NlDEIDynamic(int i, EngngModel *master=nullptr)
void solveYourselfAt(TimeStep *tStep) override
FloatArray velocityVector
void updateYourself(TimeStep *tStep) override
void computeMassMtrx(FloatArray &mass, double &maxOm, TimeStep *tStep)
double Tau
End of time interval.
int giveNumberOfFirstStep(bool force=false) override
SparseMtrxType sparseMtrxType
FloatArray loadVector
Load vector.
double pyEstimate
Estimate of loadRefVector^T*displacementVector(Tau).
double giveInitialTime() override
return time at the begining of analysis
LinSystSolverType solverType
FloatArray previousIncrementOfDisplacementVector
Vector storing displacement increments.
fMode giveFormulation() override
void solveYourself() override
const char * giveInputRecordName() const
void printDofOutputAt(FILE *stream, Dof *iDof, TimeStep *tStep) override
FloatArray displacementVector
Displacement, velocity and acceleration vectors.
NumericalMethod * giveNumericalMethod(MetaStep *mStep) override
Returns reference to receiver's numerical method.
std::unique_ptr< SparseLinearSystemNM > nMethod
double giveUnknownComponent(ValueModeType type, TimeStep *tStep, Domain *d, Dof *dof) override
int initFlag
Flag indicating the need for initialization.
double c
Parameter determining rate of the loading process.
const char * giveClassName() const override
Returns class name of the receiver.
void computeMassMtrx2(FloatMatrix &mass, double &maxOm, TimeStep *tStep)
void computeLoadVector(FloatArray &answer, ValueModeType mode, TimeStep *tStep)
void initializeFrom(InputRecord &ir) override
void printOutputAt(FILE *file, TimeStep *tStep) override
int drFlag
Flag indicating whether dynamic relaxation takes place.
StructuralEngngModel(int i, EngngModel *master=nullptr)
Creates new StructuralEngngModel with number i, associated to domain d.
#define _IFT_NlDEIDynamic_Name