📄 dst.h
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#ifndef DST_H#define DST_H#include "alias.h"struct matrix;struct vector;struct ivector;class dstelem{ public: dstelem (void); ~dstelem (void); void eleminit (long eid); void tran_matrix (matrix &a,matrix &ct,long eid); void geom_matrix_bconst (matrix &gm,vector &x,vector &y); void geom_matrix_b (matrix &gm,matrix &a,matrix &ct,vector &x,vector &y,vector &l); void geom_matrix_shear (matrix &gs,matrix &a,matrix &ct,long eid); void transf_matrix (ivector &nodes,matrix &tmat); void dmatblock (matrix &dd,matrix &d,long ri, long ci, double t); void stiffness_matrix (long eid,long ri, long ci, matrix &sm,vector &x, vector &y); void res_stiffness_matrix (long eid,matrix &sm); void nodecoord (vector &xi,vector &eta); void appval (vector &l, long fi,long nc,vector &eps,double **val); void res_mainip_strains (long lcid,long eid); void mainip_strains (long lcid,long eid,long ri,long ci,vector &x,vector &y,vector &r); void nod_strains (long lcid,long eid,long ri,long ci); void elem_strains (double **stra,long lcid,long eid,long ri,long ci); void appstrain (long lcid,long eid,vector &l,long fi,long ncomp,vector &eps); void allip_strains (double **stra,long lcid,long eid,long ri,long ci); void strains (long lcid,long eid,long ri,long ci); void res_allip_stresses (long lcid,long eid); void mainip_stresses (long lcid,long eid,long ri,long ci); void nod_stresses (long lcid,long eid,long ri,long ci); void elem_stresses (double **stra,double **stre,long lcid,long eid,long ri,long ci); void appstress (long lcid,long eid,vector &l,long fi,long ncomp,vector &sig); void allip_stresses (double **stre,long lcid,long eid,long ri,long ci); void stresses (long lcid,long eid,long ri, long ci); void nodeforces (long eid,long *le,double *nv,vector &nf); void areaforces (long eid,double *nv,vector &nf); void inicipval(long eid, long ri, long ci, matrix &nodval, inictype *ictn); // number of DOFs on the element long ndofe; // number of nodes on one element long nne; // total number of components of stress and strain tensors long tncomp; /// total number of integration points on element long tnip; // number of components of stress and strain tensors long *ncomp; // array containing cumulative numbers of components of stress and strain tensors long *cncomp; // number of approximated functions on the element long napfun; // number of edges on one element long ned; // number of nodes on one edge long nned; // order of integration of stiffness matrix long **intordsm; // order of integration for mass matrix long intordmm; // order of integration on edges long intordb; // number of integration points in sets long **nip; // number of blocks long nb; // stress/strain state strastrestate ssst;};#endif
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