1. Reference problem#

1.1. Geometry#

\(10m\)

\(5m\)

_images/Forme4.gif

\(0.4m\)

\(\mathrm{A4}\)

\(\mathrm{A3}\)

\(0.2m\)

\(\mathrm{A1}\)

\(\mathrm{m3}\)

\(\mathrm{m1}\)

\(\mathrm{m2}\)

\(\mathrm{A2}\)

\(z\)

\(y\)

\(x\)

1.2. Material properties#

1.2.1. A and B models#

The material has an isotropic elastic behavior:

Young’s module: \(E=20000\mathrm{MPa}\)

Poisson’s ratio: \(\nu \mathrm{=}0.\)

Density: \(\rho =1000\mathrm{kg}/{m}^{3}\)

1.3. Boundary conditions and loads#

1.3.1. A and B models#

Edge \(\mathit{A1A4}\) is embedded.

A distributed force \({F}_{z}=–1000N/m\) is applied to the \(\mathit{A2A3}\) edge.