📄 vsmsolver.cpp
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#include "vsmsolver.h"#include "global.h"#include "globmat.h"#include "loadcase.h"#include "gmatrix.h"#include "mechprint.h"#include "node.h"#include "elemswitch.h"#include <string.h>/** function solves problems with variable stiffness JK, KP, 24.5.2006*/void solve_var_stiff_method (){ long i,j,lcid; double *lhs,*rhs; // this type of analysis enables only one load case // therefore, lcid must be equal to 0 lcid=0; // array is allocated in Lsrs lhs = Lsrs->give_lhs (0); rhs = Lsrs->give_rhs (0); for (i=0;i<Mp->nivsm;i++){ fprintf (stdout,"\n iteration number %ld",i); // stiffness matrix assembling stiffness_matrix (0); // load vector assembling mefel_right_hand_side (lcid,rhs); // rozmyslet 24.5.2006 //Mm->tempstr_eigstr(); // solution of equation system //Smat->solve_system (Gtm,lhs,rhs); Mp->ssle.solve_system (Gtm,Smat,lhs,rhs,Out); fprintf (Out,"\n\n iterace %ld",i); for (j=0;j<Ndofm;j++){ fprintf (Out,"\n %le",lhs[j]); } // reactions if (Mp->reactcomp==1){ Mb->lc[0].compute_reactions (0); } // pondeli 30.1.2006 //local_global_displ_transf (0); //for (i=0;i<Mt->nn;i++){ //fprintf (Out,"\n uzel %ld %ld",i,Mt->nodes[i].transf); //} print_init(-1, "wt"); // computes and prints required quantities compute_ipstrains (lcid); compute_ipstresses (lcid); compute_req_val (lcid); print_step(lcid, i, 0.0, NULL); print_close(); } }
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