📄 fem1d.c
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/*==============================*/
/* fem1d.c */
/* CHANDRUPATLA & BELEGUNDU */
/* (C) 2001 */
/* =============================*/
#include <stdio.h>
#include <math.h>
main()
{
FILE *fptr;
int n,i,j,k,m,i1,i2,m1;
char dummy[81], title[81], file1[81], file2[81];
int ne,nn,nm,nd,nl,nen,ndn,ndim,npr,nbw,nmpc;
int *noc, *nu, *mat, *mpc;
float *x, *area, *pm, *u, *tempr, *stiff, *force, *beta;
float c, x21, eal, tld, cnst, eps, stress, reaction;
puts("Input file name < dr:fn.ext >: ");
gets(file1);
puts("Output file name < dr:fn.ext >: ");
gets(file2);
fptr = fopen(file1, "r");
fgets(dummy,80,fptr);
fgets(title,80,fptr);
fgets(dummy,80,fptr);
fscanf(fptr,"%d %d %d %d %d %d\n", &nn, &ne, &nm, &ndim, &nen, &ndn);
fgets(dummy, 80, fptr);
fscanf(fptr,"%d %d %d %d %d\n", &nd, &nl, &nmpc);
npr = 2; /* Material Properties E, Alpha */
/* ----- memory allocation ----- */
x = (float *) calloc(nn*ndim, sizeof(float));
noc = (int *) calloc(ne*nen, sizeof(int));
u = (float *) calloc(nd, sizeof(float));
nu = (int *) calloc(nd, sizeof(int));
mat = (int *) calloc(ne,sizeof(int));
area = (float *) calloc(ne, sizeof(float));
force = (float *) calloc(nn*ndn, sizeof(float));
tempr = (float *) calloc(ne, sizeof(float));
pm = (float *) calloc(nm*npr, sizeof(float));
mpc = (int *) calloc(2*nmpc, sizeof(int));
beta = (float *) calloc(3*nmpc, sizeof(float));
/* ----- coordinates ----- */
fgets(dummy,80,fptr);
for (i = 0; i < nn; i++) {
fscanf(fptr, "%d %f\n",&n, &c);
x[n-1] = c;
}
/* ----- connectivity etc ----- */
fgets(dummy,80,fptr);
for (i = 0; i < ne; i++) {
fscanf(fptr,"%d", &n);
for (j = 0; j < nen; j++) {
fscanf(fptr,"%d", &k);
noc[(n-1)*nen+j]=k;
}
fscanf(fptr,"%d", &k);
mat[n-1] = k;
fscanf(fptr,"%f",&c);
area[n-1] = c;
fscanf(fptr,"%f\n",&c);
tempr[n-1] = c;
}
/* ----- boundary conditions ----- */
fgets(dummy,80,fptr);
for (i = 0; i < nd; i++) {
fscanf(fptr, "%d %f\n", &k, &c);
nu[i] = k;
u[i] = c;
}
/* ----- component loads ----- */
fgets(dummy,80,fptr);
for (i = 0; i < nl; i++) {
fscanf(fptr, "%d %f\n", &k, &c);
force[k-1] = c;
}
/* ----- material properties ----- */
fgets(dummy,80,fptr);
for (i = 0; i < nm; i++){
fscanf(fptr, "%d", &k);
for (j = 0; j < npr; j++) {
fscanf(fptr, "%f\n", &c);
pm[(k-1)*npr+j] = c;
}
}
/* ----- multipoint constraints ----- */
if (nmpc > 0)
{ fgets(dummy,80,fptr);
for(j=0;j<nmpc;j++){
fscanf(fptr,"%f",&c);
beta[3*j]=c;
fscanf(fptr,"%d",&k);
mpc[2*j]=k;
fscanf(fptr,"%f",&c);
beta[3*j+1]=c;
fscanf(fptr,"%d",&k);
mpc[2*j+1]=k;
fscanf(fptr,"%f",&c);
beta[3*j+2]=c;
}
}
fclose (fptr);
/* ----- bandwidth evaluation ----- */
nbw = 0;
for (i = 0; i < ne; i++) {
n = abs(noc[nen*i] - noc[nen*i+1])+1;
if (nbw < n)
nbw = n;
}
for (i = 0; i < nmpc; i++) {
n = abs(mpc[2*i] - mpc[2*i+1])+1;
if (nbw < n)
nbw = n;
}
fptr = fopen(file2, "w");
printf("\n%s\n", title);
fprintf(fptr, "\n%s\n", title);
printf("bandwidth = %d\n",nbw);
fprintf(fptr, "bandwidth = %d\n",nbw);
/* ----- allocate memory for stiffness ----- */
stiff = (float *) calloc(nn*nbw, sizeof(float));
/* ----- assemble the stiffness matrix ----- */
for (i = 0; i < ne; i++) {
i1 = noc[nen*i];
i2 = noc[nen*i+1];
m1 = mat[i];
x21 = x[i2-1] - x[i1-1];
eal = pm[npr*(m1-1)] * area[i] / fabs(x21);
c = 0;
if (npr > 1)
c = pm[npr*(m1-1)+1];
tld = eal*c*tempr[i]*x21;
stiff[(i1-1)*nbw] = stiff[(i1-1)*nbw] + eal;
stiff[(i2-1)*nbw] = stiff[(i2-1)*nbw] + eal;
n = i1;
if (i2 < i1)
n = i2;
m = abs(i2-i1);
stiff[(n-1)*nbw+m] = stiff[(n-1)*nbw+m] - eal;
/* --- temperature forces --- */
force[i1-1] = force[i1-1] - tld;
force[i2-1] = force[i2-1] + tld;
}
/* ----- decide penalty parameter cnst ----- */
cnst = 0;
for (i = 0;i < nn; i++){
if (cnst < stiff[i*nbw])
cnst = stiff[i*nbw];
}
cnst = 10000 * cnst;
/* ----- modify for displacement boundary conditions ----- */
for (i = 0; i < nd; i++) {
k = nu[i];
stiff[(k-1)*nbw] = stiff[(k-1)*nbw] + cnst;
force[k-1] = force[k-1] + cnst * u[i];
}
/* ----- modify for multipoint constraints ----- */
for (i = 0; i < nmpc; i++){
i1 = mpc[2*i];
i2 = mpc[2*i+1];
stiff[(i1-1)*nbw] = stiff[(i1-1)*nbw] + cnst*beta[3*i]*beta[3*i];
stiff[(i2-1)*nbw] = stiff[(i2-1)*nbw] + cnst*beta[3*i+1]*beta[3*i+1];
n=i1;
if (n > i2)
n = i2;
m = abs(i2-i1);
stiff[(n-1)*nbw+m] = stiff[(n-1)*nbw+m]+cnst*beta[3*i]*beta[3*i+1];
force[i1-1] = force[i1-1] + cnst*beta[3*i]*beta[3*i+2];
force[i2-1] = force[i2-1] + cnst*beta[3*i+1]*beta[3*i+2];
}
/* ----- solution of equations using band solver ----- */
bansol(stiff,force,nn,nbw);
/* ----- printing displacements ----- */
printf("node# displacement\n");
fprintf(fptr, "node# displacement\n");
for (i = 0; i < nn; i++) {
printf(" %d %e\n",i+1,force[i]);
fprintf(fptr, " %d %e\n",i+1,force[i]);
}
/* ----- stress calculation ----- */
printf("elem# stress\n");
fprintf(fptr, "elem# stress\n");
for (i = 0; i < ne; i++) {
i1 = noc[nen*i];
i2 = noc[nen*i+1];
m1 = mat[i];
x21 = x[i2-1] - x[i1-1];
eps = (force[i2-1] - force[i1-1]) / x21;
stress = pm[npr*(m1-1)] * (eps - pm[npr*(m1-1)+1]*tempr[i]);
printf(" %d %e\n", i+1, stress);
fprintf(fptr, " %d %e\n", i+1, stress);
}
/* ----- reaction calculation ----- */
printf("node# reaction\n");
fprintf(fptr, "node# reaction\n");
for (i = 0; i < nd; i++) {
k = nu[i];
reaction = cnst * (u[i] - force[k-1]);
printf(" %d %e\n", k, reaction);
fprintf(fptr, " %d %e\n", k, reaction);
}
fclose (fptr);
printf("\n output is in file %s \n",file2);
return 0;
}
/* ----- band solver ----- */
bansol(s,f,nq,nbw)
int nq, nbw;
float *s, *f;
{
int n1,k,nk,i,i1,j,j1,kk;
float c1;
/* ----- band solver ----- */
n1 = nq - 1;
/* --- forward elimination --- */
for (k = 1; k <= n1; k++) {
nk = nq - k + 1;
if (nk > nbw)
nk = nbw;
for (i = 2; i <= nk; i++) {
c1 = s[nbw*(k-1)+i-1] / s[nbw*(k-1)];
i1 = k + i - 1;
for (j = i; j <= nk; j++) {
j1 = j - i + 1;
s[nbw*(i1-1)+j1-1] = s[nbw*(i1-1)+j1-1] - c1 * s[nbw*(k-1)+j-1];
}
f[i1-1] = f[i1-1] - c1 * f[k-1];
}
}
/* --- back-substitution --- */
f[nq-1] = f[nq-1] / s[nbw*(nq-1)];
for (kk = 1; kk <= n1;kk++) {
k = nq - kk;
c1 = 1 / s[nbw*(k-1)];
f[k-1] = c1 * f[k-1];
nk = nq - k + 1;
if (nk > nbw)
nk = nbw;
for (j = 2; j <= nk; j++) {
f[k-1] = f[k-1] - c1 * s[nbw*(k-1)+j-1] * f[k + j - 2];
}
}
return(0);
}
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