1. Reference problem#
1.1. Geometry#
Consider a \(10\mathrm{mm}\) side plate with a \(1\mathrm{mm}\) diameter hole.

1.2. Material properties#
\(E=\mathrm{1MPa}\) |
Young’s module |
\(\nu =0.3\) |
Poisson’s ratio |
1.3. Boundary conditions and loads#
The plate is blocked on its entire periphery according to its degrees of freedom \(\mathrm{DX}\), \(\mathrm{DY}\),, \(\mathrm{DZ}\), \(\mathrm{DRX}\), \(\mathrm{DRY}\), \(\mathrm{DRZ}\).
A discrete with degrees of freedom \(\mathrm{DX}\), \(\mathrm{DY}\), \(\mathrm{DZ}\) is placed in the center of the hole. It is connected by a \(\mathrm{RBE3}\) type connection to the entire periphery of the circular hole.
The center of the circle is subject to a nodal force \(\mathrm{FX}=-0.123456701636\), \(\mathrm{FY}=-0.246913403273\), \(\mathrm{FZ}=-0.370370090008\).
1.4. Initial conditions#
Néant