4. B modeling

4.1. Characteristics of modeling

We repeat the previous mesh which we pass into quadratic elements in order to use the D_ PLAN_INCO_UPG modeling (elements adapted to incompressible problems).

4.2. Characteristics of the mesh

Number of knots: 1533

Number of meshes: 582

SEG3: 102

QUAD8: 480

4.3. Tested sizes and results

We test the \(\mathit{SIYY}\) coordinate of the stress tensor at various points in the \(\mathit{IJ}\) path in non-regression.

Curvilinear abscissa	Reference
0.0	234.174
1.0	241.964
3.0	298.027

In addition, we test (in non-regression):

• ERME_ELEM and ERME_ELNO (residual error)

• The SIXX and SIYY constraint at node B