3. Modeling A#
3.1. Characteristics of modeling#
Q4GG modeling is used for the slab and POU_D_E for the beams and columns.
3.2. Characteristics of the mesh#
The slab mesh contains 36 elements of type QUAD4. Each beam and column is discretized with 6 SEG2 meshes.
3.3. Tested sizes and results#
At the final moment, we test the displacement, speed and acceleration values read by Code_Aster and compare them with the values from a EUROPLEXUS calculation alone.
Identification |
Reference type |
Reference value |
Tolerance |
Point \(\mathit{N1}\) - \(\mathit{DZ}\) |
“NON_REGRESSION” |
\(5.56E\mathrm{-}03\) |
|
Point \(\mathit{N49}\) - \(\mathit{VRZ}\) |
“NON_REGRESSION” |
\(\mathrm{-}1.718E\mathrm{-}04\) |
|
Point \(\mathit{N1}\) - \(\mathit{ARX}\) |
“NON_REGRESSION” |
\(5.56E\mathrm{-}03\) |
|