| 1 | /*!\file: solutionsequence_nonlinear.cpp
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| 2 | * \brief: core of a non-linear solution, using fixed-point method
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| 3 | */
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| 4 |
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| 5 | #include "./solutionsequences.h"
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| 6 | #include "../toolkits/toolkits.h"
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| 7 | #include "../classes/classes.h"
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| 8 | #include "../shared/shared.h"
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| 9 | #include "../modules/modules.h"
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| 10 |
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| 11 | void solutionsequence_nonlinear(FemModel* femmodel,bool conserve_loads){
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| 12 |
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| 13 | /*intermediary: */
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| 14 | Matrix<IssmDouble>* Kff = NULL;
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| 15 | Matrix<IssmDouble>* Kfs = NULL;
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| 16 | Vector<IssmDouble>* ug = NULL;
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| 17 | Vector<IssmDouble>* uf = NULL;
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| 18 | Vector<IssmDouble>* old_uf = NULL;
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| 19 | Vector<IssmDouble>* pf = NULL;
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| 20 | Vector<IssmDouble>* df = NULL;
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| 21 | Vector<IssmDouble>* ys = NULL;
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| 22 |
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| 23 | int constraints_converged;
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| 24 | int num_unstable_constraints;
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| 25 |
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| 26 | /*parameters:*/
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| 27 | int min_mechanical_constraints;
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| 28 | int max_nonlinear_iterations;
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| 29 | int configuration_type;
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| 30 | IssmDouble eps_res,eps_rel,eps_abs;
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| 31 |
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| 32 | /*Recover parameters: */
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| 33 | femmodel->parameters->FindParam(&min_mechanical_constraints,StressbalanceRiftPenaltyThresholdEnum);
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| 34 | femmodel->parameters->FindParam(&max_nonlinear_iterations,StressbalanceMaxiterEnum);
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| 35 | femmodel->parameters->FindParam(&eps_res,StressbalanceRestolEnum);
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| 36 | femmodel->parameters->FindParam(&eps_rel,StressbalanceReltolEnum);
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| 37 | femmodel->parameters->FindParam(&eps_abs,StressbalanceAbstolEnum);
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| 38 | femmodel->parameters->FindParam(&configuration_type,ConfigurationTypeEnum);
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| 39 | femmodel->UpdateConstraintsx();
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| 40 |
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| 41 | /*Were loads requested as output? : */
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| 42 | Loads* savedloads=NULL;
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| 43 | if(conserve_loads){
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| 44 | savedloads = static_cast<Loads*>(femmodel->loads->Copy());
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| 45 | }
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| 46 |
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| 47 | int count=0;
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| 48 | bool converged=false;
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| 49 |
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| 50 | /*Start non-linear iteration using input velocity: */
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| 51 | GetSolutionFromInputsx(&ug,femmodel);
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| 52 | Reducevectorgtofx(&uf, ug, femmodel->nodes,femmodel->parameters);
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| 53 |
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| 54 | /*Update once again the solution to make sure that vx and vxold are similar (for next step in transient or steadystate)*/
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| 55 | InputUpdateFromConstantx(femmodel,converged,ConvergedEnum);
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| 56 | InputUpdateFromSolutionx(femmodel,ug);
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| 57 |
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| 58 | /*allocate the matrices once and reuse them per iteration*/
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| 59 | if(femmodel->loads->numrifts == 0){
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| 60 | AllocateSystemMatricesx(&Kff,&Kfs,&df,&pf,femmodel);
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| 61 | }
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| 62 |
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| 63 | for(;;){
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| 64 |
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| 65 | //save pointer to old velocity
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| 66 | delete old_uf;old_uf=uf;
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| 67 | delete ug;
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| 68 |
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| 69 | if(femmodel->loads->numrifts){
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| 70 | AllocateSystemMatricesx(&Kff,&Kfs,&df,&pf,femmodel);
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| 71 | }
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| 72 | SystemMatricesx(&Kff,&Kfs,&pf,&df,NULL,femmodel, true);
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| 73 | CreateNodalConstraintsx(&ys,femmodel->nodes);
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| 74 | Reduceloadx(pf, Kfs, ys);
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| 75 | femmodel->profiler->Start(SOLVER);
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| 76 | Solverx(&uf, Kff, pf, old_uf, df, femmodel->parameters);
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| 77 | femmodel->profiler->Stop(SOLVER);
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| 78 |
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| 79 | Mergesolutionfromftogx(&ug, uf,ys,femmodel->nodes,femmodel->parameters);delete ys;
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| 80 |
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| 81 | convergence(&converged,Kff,pf,uf,old_uf,eps_res,eps_rel,eps_abs);
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| 82 | InputUpdateFromConstantx(femmodel,converged,ConvergedEnum);
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| 83 | InputUpdateFromSolutionx(femmodel,ug);
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| 84 |
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| 85 | /*Clean up if rifts*/
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| 86 | if(femmodel->loads->numrifts){
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| 87 | delete Kfs; delete Kff; delete pf; delete df;
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| 88 | }
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| 89 |
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| 90 | ConstraintsStatex(&constraints_converged,&num_unstable_constraints,femmodel);
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| 91 | if(VerboseConvergence()) _printf0_(" number of unstable constraints: " << num_unstable_constraints << "\n");
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| 92 |
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| 93 | //rift convergence
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| 94 | if (!constraints_converged) {
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| 95 | if (converged){
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| 96 | if (num_unstable_constraints <= min_mechanical_constraints) converged=true;
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| 97 | else converged=false;
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| 98 | }
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| 99 | }
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| 100 |
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| 101 | /*Increase count: */
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| 102 | count++;
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| 103 | if(converged==true){
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| 104 | femmodel->results->AddResult(new GenericExternalResult<int>(femmodel->results->Size()+1,StressbalanceConvergenceNumStepsEnum,count));
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| 105 | break;
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| 106 | }
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| 107 | if(count>=max_nonlinear_iterations){
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| 108 | _printf0_(" maximum number of nonlinear iterations (" << max_nonlinear_iterations << ") exceeded\n");
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| 109 | converged=true;
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| 110 | femmodel->results->AddResult(new GenericExternalResult<int>(femmodel->results->Size()+1,StressbalanceConvergenceNumStepsEnum,max_nonlinear_iterations));
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| 111 | InputUpdateFromConstantx(femmodel,converged,ConvergedEnum);
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| 112 | InputUpdateFromSolutionx(femmodel,ug);
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| 113 | break;
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| 114 | }
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| 115 |
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| 116 | /*Set the matrix entries to zero if we do an other iteration*/
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| 117 | if(femmodel->loads->numrifts==0){
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| 118 | Kff->SetZero();
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| 119 | Kfs->SetZero();
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| 120 | df->Set(0);
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| 121 | pf->Set(0);
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| 122 | }
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| 123 | }
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| 124 |
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| 125 | /*delete matrices after the iteration loop*/
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| 126 | if(femmodel->loads->numrifts==0){
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| 127 | delete Kff; delete pf; delete df; delete Kfs;
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| 128 | }
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| 129 |
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| 130 | if(VerboseConvergence()) _printf0_("\n total number of iterations: " << count << "\n");
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| 131 |
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| 132 | /*clean-up*/
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| 133 | if(conserve_loads){
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| 134 | delete femmodel->loads;
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| 135 | int index=femmodel->AnalysisIndex(configuration_type);
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| 136 | femmodel->loads_list[index]=savedloads;
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| 137 | femmodel->loads=savedloads;
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| 138 | }
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| 139 | delete uf;
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| 140 | delete ug;
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| 141 | delete old_uf;
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| 142 | }
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