crsec3dbeam.cpp

来自「Finite element program for mechanical pr」· C++ 代码 · 共 120 行

#include "crsec3dbeam.h"
#include "global.h"
#include "stochdriver.h"

crsec3dbeam::crsec3dbeam (void)
{
  a=0.0;  ix=0.0;  iy=0.0;  iz=0.0;  shearcoeffy=0.0;  shearcoeffz=0.0;  rho=0.0;
  allocv(3, lcs);
  fillv(0.0, lcs);
}
crsec3dbeam::~crsec3dbeam (void)
{
  
}

/**
   function read parameters of cross-section of 3D beams
   
   @param in - input stream
*/
void crsec3dbeam::read (XFILE *in)
{
  switch (Mp->tprob){
  case linear_statics:{
    xfscanf (in,"%lf  %lf %lf %lf  %lf %lf",&a,&ix,&iy,&iz,&shearcoeffy,&shearcoeffz);
    readv(in, lcs);//  function from the file vector.cpp
    break;
  }
  case eigen_dynamics:{
    xfscanf (in,"%lf  %lf %lf %lf  %lf %lf  %lf",&a,&ix,&iy,&iz,&shearcoeffy,&shearcoeffz,&rho);
    readv(in, lcs);//  function from the file vector.cpp
    break;
  }
  case forced_dynamics:{
    xfscanf (in,"%lf  %lf %lf %lf  %lf %lf  %lf",&a,&ix,&iy,&iz,&shearcoeffy,&shearcoeffz,&rho);
    readv(in, lcs);//  function from the file vector.cpp
    break;
  }
  case growing_mech_structure:
  case mech_timedependent_prob:{
    xfscanf (in,"%lf  %lf %lf %lf  %lf %lf",&a,&ix,&iy,&iz,&shearcoeffy,&shearcoeffz);
    readv(in, lcs);//  function from the file vector.cpp
    break;
  }
  case earth_pressure:{
    xfscanf (in,"%lf  %lf %lf %lf  %lf %lf",&a,&ix,&iy,&iz,&shearcoeffy,&shearcoeffz);
    readv(in, lcs);//  function from the file vector.cpp
    break;
  }
  default:{
    fprintf (stderr,"\n\n unknown problem type is required in function");
    fprintf (stderr,"\n crsec3dbeam::read (%s, line %d).\n",__FILE__,__LINE__);
  }
  }
}

double crsec3dbeam::give_area ()
{
  return a;
}

void crsec3dbeam::give_moments (double *i)
{
  i[0]=ix;
  i[1]=iy;
  i[2]=iz;
}

void crsec3dbeam::give_shearcoeff (double *sc)
{
  sc[0]=shearcoeffy;
  sc[1]=shearcoeffz;
}

double crsec3dbeam::give_density ()
{
  return rho;
}

void crsec3dbeam::changeparam (atsel &atcs,vector &val)
{
  long i;
  
  for (i=0;i<atcs.num;i++){
    switch (atcs.atrib[i]){
    case 0:{
      a=val[i];
      break;
    }
    case 1:{
      ix=val[i];
      break;
    }
    case 2:{
      iy=val[i];
      break;
    }
    case 3:{
      iz=val[i];
      break;
    }
    case 4:{
      shearcoeffy=val[i];
      break;
    }
    case 5:{
      shearcoeffz=val[i];
      break;
    }
    case 6:{
      rho=val[i];
      break;
    }
    default:{
      fprintf (stderr,"\n\n wrong number of atribute in function changeparam (%s, line %d).\n",__FILE__,__LINE__);
    }
    }
  }
}