예제 #1
0
파일: xfemstatic.C 프로젝트: vivianyw/oofem
void
XFEMStatic :: terminate(TimeStep *tStep)
{
    this->doStepOutput(tStep);
    this->printReactionForces(tStep, 1);
    // update load vectors before storing context
    fflush( this->giveOutputStream() );
    this->updateLoadVectors(tStep);
    this->saveStepContext(tStep);

    // Propagate fronts
    for ( auto &domain: domainList ) {
        XfemManager *xMan = domain->giveXfemManager();
        xMan->propagateFronts();
    }


    // Update element subdivisions if necessary
    // (e.g. if a crack has moved and cut a new element)
    for ( int domInd = 1; domInd <= this->giveNumberOfDomains(); domInd++ ) {
        Domain *domain = this->giveDomain(domInd);

        // create a new set containing all elements
        Set elemSet(0, domain);
        elemSet.addAllElements();

        if ( domain->giveXfemManager()->hasPropagatingFronts() || mForceRemap ) {
            // If domain cloning is performed, there is no need to
            // set values from the dof map.
            mSetValsFromDofMap = false;

            // Take copy of the domain to allow mapping of state variables
            // to the new Gauss points.
            Domain *dNew = domain->Clone();

            bool deallocateOld = false;
            setDomain(1, dNew, deallocateOld);
            forceEquationNumbering();

            // Map primary variables
            LSPrimaryVariableMapper primMapper;
            FloatArray u;
            primMapper.mapPrimaryVariables(u, * domain, * dNew, VM_Total, * tStep);


            if ( totalDisplacement.giveSize() == u.giveSize() ) {
                FloatArray diff;
                diff.beDifferenceOf(totalDisplacement, u);

                printf( "diff norm: %e\n", diff.computeNorm() );
            }

            totalDisplacement = u;


            primMapper.mapPrimaryVariables(incrementOfDisplacement, * domain, * dNew, VM_Incremental, * tStep);


            int numEl = dNew->giveNumberOfElements();

            for ( int i = 1; i <= numEl; i++ ) {
                ////////////////////////////////////////////////////////
                // Map state variables for regular Gauss points
                StructuralElement *el = dynamic_cast< StructuralElement * >( dNew->giveElement(i) );
                el->createMaterialStatus();
                el->mapStateVariables(* domain, * tStep);


                ////////////////////////////////////////////////////////
                // Map state variables for cohesive zone if applicable
                XfemStructuralElementInterface *xFemEl = dynamic_cast< XfemStructuralElementInterface * >(el);
                if ( xFemEl != NULL ) {
                    if ( xFemEl->mpCZMat != NULL ) {
                        size_t numCzRules = xFemEl->mpCZIntegrationRules.size();

                        for ( size_t czIndex = 0; czIndex < numCzRules; czIndex++ ) {
                            if ( xFemEl->mpCZIntegrationRules [ czIndex ] != NULL ) {
                                for ( GaussPoint *gp: *xFemEl->mpCZIntegrationRules [ czIndex ] ) {

                                    MaterialStatus *ms = xFemEl->mpCZMat->giveStatus(gp);
                                    if ( ms == NULL ) {
                                        OOFEM_ERROR("Failed to fetch material status.");
                                    }

                                    MaterialStatusMapperInterface *interface = dynamic_cast< MaterialStatusMapperInterface * >
                                                                               ( xFemEl->mpCZMat->giveStatus(gp) );

                                    if ( interface == NULL ) {
                                        OOFEM_ERROR("Failed to fetch MaterialStatusMapperInterface.");
                                    }


                                    MaterialStatus *matStat = dynamic_cast< MaterialStatus * >( xFemEl->mpCZMat->giveStatus(gp) );
                                    StructuralInterfaceMaterialStatus *siMatStat = dynamic_cast< StructuralInterfaceMaterialStatus * >(matStat);
                                    if ( siMatStat == NULL ) {
                                        OOFEM_ERROR("Failed to cast to StructuralInterfaceMaterialStatus.");
                                    }
                                    interface->MSMI_map_cz(* gp, * domain, elemSet, * tStep, * siMatStat);
                                }
                            }
                        }
                    }
                }
            }


            delete domain;
            domain = this->giveDomain(1);

            // Set domain pointer to various components ...
            this->nMethod->setDomain(domain);

            int numExpModules = this->exportModuleManager->giveNumberOfModules();
            for ( int i = 1; i <= numExpModules; i++ ) {
                //  ... by diving deep into the hierarchies ... :-/
                VTKXMLExportModule *vtkxmlMod = dynamic_cast< VTKXMLExportModule * >( this->exportModuleManager->giveModule(i) );
                if ( vtkxmlMod != NULL ) {
                    vtkxmlMod->giveSmoother()->setDomain(domain);
                    vtkxmlMod->givePrimVarSmoother()->setDomain(domain);
                }
            }


            this->setUpdateStructureFlag(true);
        } // if( domain->giveXfemManager()->hasPropagatingFronts() )

        //#endif
    }

    // Fracture/failure mechanics evaluation
    for ( auto &domain: domainList ) {
        if ( domain->hasFractureManager() ) { // Will most likely fail if numDom > 1
            FractureManager *fracMan = domain->giveFractureManager();
            fracMan->evaluateYourself(tStep);
            fracMan->updateXFEM(tStep); // Update XFEM structure based on the fracture manager

            this->setUpdateStructureFlag( fracMan->giveUpdateFlag() ); // if the internal structure need to be updated
        }
    }
}