3. Modeling A#
3.1. Characteristics of modeling#
Q4GG modeling is used for the slab.
3.2. Characteristics of the mesh#
The slab mesh contains 64 elements of type QUAD4 and 64 elements of type TRIA3.
3.3. Precision on materials#
The materials used in this modeling do not take into account nonlinear shear.
3.4. Tested sizes and results#
At the final moment, the values of vertical displacement, stress and moment, read back by Code_Aster, are tested. They are compared with values from a EUROPLEXUS calculation alone.
Identification |
Reference type |
Reference value |
Error |
Point \(\mathit{PMMA}\) - \(\mathit{DZ}\) |
“NON_REGRESSION” |
\(\mathrm{-}2.29653E\mathrm{-}06\) |
|
Mesh \(\mathit{M12}\) - \(\mathit{MXX}\) |
“NON_REGRESSION” |
\(-30.74955\) |
|
Mesh \(\mathit{M80}\) - \(\mathit{MYY}\) |
“NON_REGRESSION” |
\(-63.06798333333334\) |
|