3. Modeling A#
3.1. Characteristics of modeling and meshing#
Pile: modeling POU_D_T (49 meshes SEG2)
Linear elastic behavior relationship.
3.2. Tested sizes and results#
We compare the results with code CALHYPSO (internal code EDF R&D), as well as the non-regression of REAC_NODA (DRY): next moment \(Y\) of the node “N1” (bottom of the stack).
Identification |
Moment (s) |
Reference type |
Reference value |
Tolerance (%) |
|
REAC_NODA DRY (“N1”) |
21.8 |
“AUTRE_ASTER” |
277644.0 |
2.5 |
|
REAC_NODA DRY (“N1”) |
1.0 |
“NON_REGRESSION” |