The elasticity problem for the embankment geometry.
The elasticity problem for the embankment geometry
int main(
int argc,
char**argv) {
size_t d = omega.dimension();
form a = integrate (
lambda*div(
u)*div(v) + 2*ddot(D(
u),D(v)));
}
field lh(Float epsilon, Float t, const test &v)
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 point page for the full documentation
see the problem page for the full documentation
see the catchmark page for the full documentation
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see the test page for the full documentation
see the test page for the full documentation
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