1. Reference problem#

1.1. Geometry#

We consider a SEG2 mesh on the \(1m\) side, oriented parallel to the \(X\) axis.

_images/Shape1.gif

1.2. Material properties#

The material is isotropic elastic whose properties are:

\(E\mathrm{=}37000\mathit{MPa}\)

\(\nu =0.2\)

\(\rho =100\mathrm{kg}/{m}^{3}\)

1.3. Boundary conditions and loads#

The knot in \(O\) is embedded. In \(B\), \(\mathit{DY}\) and \(\mathit{DZ}\) are blocked. The imposed load is carried out with CALC_CHAR_SEISME and oriented according to \(X\), then \(Y\) and \(Z\), it corresponds to a gravity field according to \(X\), then \(Y\) and \(Z\).