2. Benchmark solution#
2.1. Calculation method#
A first calculation was carried out with*Code_Aster*.
For this calculation, the reference axis is the elastic center of the straight section, combined with the barycenter G since the section is homogeneous:
\(\vec{\mathit{OG}}={y}_{G}\vec{y}+{z}_{G}\vec{z}\)
with:
\({y}_{G}=0\)
\({z}_{G}=1/S\sum {z}_{\mathit{Gi}}{S}_{i}=1/0.27\times 0.05\times (0.125\times 3+0-0.125\times 2)=0.023148148m\)
The reference solution is therefore obtained with:
COOR_AXE_POUTRE = (0., 0.023148148)
The values of the natural frequencies and modal displacements are used as a reference. Indeed, these values should not depend on the position chosen for the calculation reference axis (keyword COOR_AXE_POUTRE of the DEFI_GEOM_FIBRE operator).
Note:
Because of the non-symmetry of the straight section, the point O is not the center of gravity of the straight section.