3. Modeling A

3.1. Characteristics of modeling

Here we test a loading of flexure with GRILLE_EXCENTRE elements. The concrete console is meshed with 1616 TRIA3 elements.

3.2. Results of modeling A

The value of the reaction following \(z\) is tested on the embedded edge (\(\mathrm{BOX}\)).

Reference value (analytical solution): \(-3.299\mathit{kN}\)

Value provided by*Code_Aster: \(-3.3E3N\)

Variance: 0.016%