The elasticity problem for the embankment geometry with adaptive mesh.
The elasticity problem for the embankment geometry with adaptive mesh
int main(
int argc,
char**argv) {
string approx = (argc > 2) ? argv[2] : "P1";
options.
err = (argc > 3) ? atof(argv[3]) : 5e-3;
size_t n_adapt = (argc > 4) ? atoi(argv[4]) : 5;
for (size_t i = 0; true; i++) {
if (i == n_adapt) break;
omega = adapt(ch, options);
og << omega;
}
}
see the Float page for the full documentation
see the field page for the full documentation
see the geo page for the full documentation
see the catchmark page for the full documentation
see the environment page for the full documentation
odiststream: see the diststream page for the full documentation
see the space page for the full documentation
The elasticity problem – adaptive mesh criterion.
field elasticity_criterion(Float lambda, const field &uh)
The elasticity problem – solver function.
field elasticity_solve(const space &Xh, Float lambda)
The elasticity problem for the embankment geometry – boundary conditions.
space embankment_space(const geo &omega, string approx)
This file is part of Rheolef.
rheolef - reference manual
adapt_option: see the adapt page for the full documentation