source: issm/trunk-jpl/src/c/solutionsequences/solutionsequence_nonlinear.cpp@ 15055

/*!\file: solutionsequence_nonlinear.cpp
 * \brief: core of a non-linear solution, using fixed-point method 
 */ 

#include "./solutionsequences.h"
#include "../toolkits/toolkits.h"
#include "../classes/classes.h"
#include "../shared/shared.h"
#include "../modules/modules.h"

void solutionsequence_nonlinear(FemModel* femmodel,bool conserve_loads){

        /*intermediary: */
        Matrix<IssmDouble>* Kff = NULL;
        Matrix<IssmDouble>* Kfs = NULL;
        Vector<IssmDouble>* ug  = NULL;
        Vector<IssmDouble>* old_ug = NULL;
        Vector<IssmDouble>* uf  = NULL;
        Vector<IssmDouble>* old_uf = NULL;
        Vector<IssmDouble>* pf  = NULL;
        Vector<IssmDouble>* df  = NULL;
        Vector<IssmDouble>* ys  = NULL;

        Loads* savedloads=NULL;
        bool converged;
        int constraints_converged;
        int num_unstable_constraints;
        int count;

        /*parameters:*/
        int min_mechanical_constraints;
        int max_nonlinear_iterations;
        int configuration_type;

        /*Recover parameters: */
        femmodel->parameters->FindParam(&min_mechanical_constraints,DiagnosticRiftPenaltyThresholdEnum);
        femmodel->parameters->FindParam(&max_nonlinear_iterations,DiagnosticMaxiterEnum);
        femmodel->parameters->FindParam(&configuration_type,ConfigurationTypeEnum);
        femmodel->UpdateConstraintsx();

        /*Were loads requested as output? : */
        if(conserve_loads){
                savedloads = static_cast<Loads*>(femmodel->loads->Copy());
        }

        count=1;
        converged=false;

        /*Start non-linear iteration using input velocity: */
        GetSolutionFromInputsx(&ug, femmodel->elements, femmodel->nodes, femmodel->vertices,femmodel->loads, femmodel->materials, femmodel->parameters);
        Reducevectorgtofx(&uf, ug, femmodel->nodes,femmodel->parameters);

        //Update once again the solution to make sure that vx and vxold are similar (for next step in transient or steadystate)
        InputUpdateFromConstantx( femmodel->elements,femmodel->nodes, femmodel->vertices, femmodel->loads, femmodel->materials, femmodel->parameters,converged,ConvergedEnum);
        InputUpdateFromSolutionx(femmodel->elements,femmodel->nodes, femmodel->vertices, femmodel->loads, femmodel->materials, femmodel->parameters,ug);

        for(;;){

                //save pointer to old velocity
                delete old_ug;old_ug=ug;
                delete old_uf;old_uf=uf;

                femmodel->SystemMatricesx(&Kff, &Kfs, &pf, &df, NULL);
                CreateNodalConstraintsx(&ys,femmodel->nodes,configuration_type);
                Reduceloadx(pf, Kfs, ys); delete Kfs;
                Solverx(&uf, Kff, pf, old_uf, df, femmodel->parameters);
                Mergesolutionfromftogx(&ug, uf,ys,femmodel->nodes,femmodel->parameters);delete ys;

                convergence(&converged,Kff,pf,uf,old_uf,femmodel->parameters); delete Kff; delete pf; delete df;
                InputUpdateFromConstantx( femmodel->elements,femmodel->nodes, femmodel->vertices, femmodel->loads, femmodel->materials, femmodel->parameters,converged,ConvergedEnum);
                InputUpdateFromSolutionx( femmodel->elements,femmodel->nodes, femmodel->vertices, femmodel->loads, femmodel->materials, femmodel->parameters,ug);

                ConstraintsStatex(&constraints_converged, &num_unstable_constraints, femmodel->elements,femmodel->nodes,femmodel->vertices,femmodel->loads,femmodel->materials,femmodel->parameters);
                if(VerboseConvergence()) _pprintLine_("   number of unstable constraints: " << num_unstable_constraints);

                //rift convergence
                if (!constraints_converged) {
                        if (converged){
                                if (num_unstable_constraints <= min_mechanical_constraints) converged=true;
                                else converged=false;
                        }
                }

                /*Increase count: */
                count++;
                if(converged==true){
                        bool max_iteration_state=false;
                        int tempStep=1;
                        IssmDouble tempTime=1.0;
                        femmodel->results->AddObject(new GenericExternalResult<bool>(femmodel->results->Size()+1, MaxIterationConvergenceFlagEnum, max_iteration_state, tempStep, tempTime));
                        break;
                }
                if(count>=max_nonlinear_iterations){
                        _pprintLine_("   maximum number of nonlinear iterations (" << max_nonlinear_iterations << ") exceeded"); 
                        converged=true;
                        InputUpdateFromConstantx( femmodel->elements,femmodel->nodes, femmodel->vertices, femmodel->loads, femmodel->materials, femmodel->parameters,converged,ConvergedEnum);
                        InputUpdateFromSolutionx( femmodel->elements,femmodel->nodes, femmodel->vertices, femmodel->loads, femmodel->materials, femmodel->parameters,ug);               
                        bool max_iteration_state=true;
                        int tempStep=1;
                        IssmDouble tempTime=1.0;
                        femmodel->results->AddObject(new GenericExternalResult<bool>(femmodel->results->Size()+1, MaxIterationConvergenceFlagEnum, max_iteration_state, tempStep, tempTime));
                        break;
                }
        }

        if(VerboseConvergence()) _pprintLine_("\n   total number of iterations: " << count-1);

        /*clean-up*/
        if(conserve_loads){
                delete femmodel->loads;
                femmodel->loads=savedloads;
        }
        delete uf;
        delete ug;
        delete old_ug;
        delete old_uf;
}