1. Problème de référence#
1.1. Géométrie#
Coordonnées des points:
\(A\) |
\(B\) |
\(C\) |
\(D\) |
\(E\) |
\(F\) |
|
\(x\) |
\(0.100\) |
\(0.200\) |
\(0.1\cos(22.5)\) |
\(0.2\cos(22.5)\) |
\(1/\sqrt{2}\) |
\(\sqrt{2}\) |
\(y\) |
\(0.\) |
\(0.\) |
\(0.1\sin(22.5)\) |
\(0.2\sin(22.5)\) |
\(1/\sqrt{2}\) |
\(\sqrt{2}\) |
\(z\) |
\(0\) |
\(0.\) |
\(0.\) |
\(0.\) |
\(0.\) |
\(0.\) |
1.2. Propriétés des matériaux#
\(E=2{10}^{5}\mathrm{Mpa}\)
\(\nu =0.3\)
1.3. Conditions aux limites et chargements#
Pression interne: \(P=60.\mathrm{MPa}\)