1. Reference problem#

1.1. Geometry#

X

_images/10032A4E000030FD00001B2F961B955D88289219.svg

1.2. Material properties#

Nonlinear Elasticity (Von Mises Isotropic) \(E=205000\mathrm{Mpa}\) \(\nu =0.3\)

 _images/1000000000000616000005C0E8D0EC35BD06ACFB.png

1.3. Boundary conditions and loads#

For reasons of symmetry we model \(1/4\) of the structure, (half of the upper part).

  • Displacements imposed on a line parallel to the \(Z\) axis and passing through the point \(B\):

\({u}_{y}\)

=

—1.

  • Symmetry plane \(y=0\):

\({u}_{y}\)

  • Symmetry plane \(z=0\):

\({u}_{z}\)

  • Point \(O\) stuck:

\({u}_{x}={u}_{y}={u}_{z}\)