4. B modeling#
4.1. Characteristics of modeling#
Q4GG modeling is used for the slab.
4.2. Characteristics of the mesh#
The slab mesh contains 64 elements of type QUAD4 and 64 elements of type TRIA3.
4.3. Precision on materials#
The materials used in this modeling take into account non-linear shear via the keyword factor CISAIL_NL of the DEFI_GLRC operator.
4.4. 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 |
Tolerance |
Point \(\mathit{PMMA}\) - \(\mathit{DZ}\) |
“NON_REGRESSION” |
\(\mathrm{-}2.134653E\mathrm{-}06\) |
|
Mesh \(\mathit{M12}\) - \(\mathit{MXX}\) |
“NON_REGRESSION” |
\(-30.810940325403333\) |
|
Mesh \(\mathit{M80}\) - \(\mathit{MYY}\) |
“NON_REGRESSION” |
\(-29.811387977106666\) |
|