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 | Loads* savedloads=NULL;
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24 | bool converged;
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25 | int constraints_converged;
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26 | int num_unstable_constraints;
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27 | int count;
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28 |
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29 | /*parameters:*/
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30 | int min_mechanical_constraints;
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31 | int max_nonlinear_iterations;
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32 | int configuration_type;
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33 | IssmDouble eps_res,eps_rel,eps_abs;
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34 |
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35 |
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36 | /*Recover parameters: */
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37 | femmodel->parameters->FindParam(&min_mechanical_constraints,StressbalanceRiftPenaltyThresholdEnum);
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38 | femmodel->parameters->FindParam(&max_nonlinear_iterations,StressbalanceMaxiterEnum);
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39 | femmodel->parameters->FindParam(&eps_res,StressbalanceRestolEnum);
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40 | femmodel->parameters->FindParam(&eps_rel,StressbalanceReltolEnum);
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41 | femmodel->parameters->FindParam(&eps_abs,StressbalanceAbstolEnum);
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42 | femmodel->parameters->FindParam(&configuration_type,ConfigurationTypeEnum);
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43 | femmodel->UpdateConstraintsx();
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44 |
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45 | /*Were loads requested as output? : */
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46 | if(conserve_loads){
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47 | savedloads = static_cast<Loads*>(femmodel->loads->Copy());
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48 | }
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49 |
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50 | count=1;
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51 | converged=false;
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52 |
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53 | /*Start non-linear iteration using input velocity: */
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54 | GetSolutionFromInputsx(&ug,femmodel);
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55 | Reducevectorgtofx(&uf, ug, femmodel->nodes,femmodel->parameters);
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56 |
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57 | //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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58 | InputUpdateFromConstantx(femmodel,converged,ConvergedEnum);
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59 | InputUpdateFromSolutionx(femmodel,ug);
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60 |
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61 | for(;;){
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62 |
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63 | //save pointer to old velocity
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64 | delete old_uf;old_uf=uf;
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65 | delete ug;
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66 |
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67 | SystemMatricesx(&Kff,&Kfs,&pf,&df,NULL,femmodel);
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68 | CreateNodalConstraintsx(&ys,femmodel->nodes,configuration_type);
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69 | Reduceloadx(pf, Kfs, ys); delete Kfs;
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70 | Solverx(&uf, Kff, pf, old_uf, df, femmodel->parameters);
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71 | Mergesolutionfromftogx(&ug, uf,ys,femmodel->nodes,femmodel->parameters);delete ys;
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72 |
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73 | convergence(&converged,Kff,pf,uf,old_uf,eps_res,eps_rel,eps_abs); delete Kff; delete pf; delete df;
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74 | InputUpdateFromConstantx(femmodel,converged,ConvergedEnum);
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75 | InputUpdateFromSolutionx(femmodel,ug);
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76 |
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77 | ConstraintsStatex(&constraints_converged,&num_unstable_constraints,femmodel);
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78 | if(VerboseConvergence()) _printf0_(" number of unstable constraints: " << num_unstable_constraints << "\n");
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79 |
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80 | //rift convergence
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81 | if (!constraints_converged) {
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82 | if (converged){
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83 | if (num_unstable_constraints <= min_mechanical_constraints) converged=true;
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84 | else converged=false;
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85 | }
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86 | }
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87 |
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88 | /*Increase count: */
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89 | count++;
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90 | if(converged==true){
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91 | break;
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92 | }
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93 | if(count>=max_nonlinear_iterations){
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94 | _printf0_(" maximum number of nonlinear iterations (" << max_nonlinear_iterations << ") exceeded\n");
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95 | converged=true;
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96 | InputUpdateFromConstantx(femmodel,converged,ConvergedEnum);
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97 | InputUpdateFromSolutionx(femmodel,ug);
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98 | break;
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99 | }
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100 | }
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101 |
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102 | if(VerboseConvergence()) _printf0_("\n total number of iterations: " << count-1 << "\n");
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103 |
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104 | /*clean-up*/
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105 | if(conserve_loads){
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106 | delete femmodel->loads;
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107 | femmodel->loads=savedloads;
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108 | }
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109 | delete uf;
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110 | delete ug;
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111 | delete old_uf;
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112 | }
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