1. Reference problem#

1.1. Geometry#

_images/10001BDA000023F800000EE2EEECE4FF142C5427.svg

The shell is \(0.32m\) thick, \(12m\) long, and \(1.1m\) wide.

1.2. Material properties#

\(E={29.10}^{6}\mathrm{Pa}\)

\(\nu =0.22\)

1.3. Boundary conditions and loads#

Embedded on the side \(\mathit{OBC}\): \(u\mathrm{=}v\mathrm{=}w\mathrm{=}0\), \({\theta }_{x}={\theta }_{y}={\theta }_{z}=0\)

Two load cases that correspond to concentrated loads at point \(A\):

  • Force parallel to axis \(Z\): \({F}_{z}=1N\)

  • Force parallel to axis \(Y\): \({F}_{y}=1N\)