9. G modeling#
9.1. Characteristics of modeling#
Modeling D_ PLAN_GRAD_HHO - LINEAIRE.
9.2. Characteristics of the mesh#
Number of knots: 8.
Number and types of meshes: 1 QUAD8, 4 SEG3.
9.3. Tested sizes and results#
The problem considered here is homogeneous, the constraints (or the internal variables) are therefore identical at the various gauss points.
The following values are recovered at time 0.5 and 0.7: the component \({\mathrm{\sigma }}_{\mathit{yy}}\) of the stress tensor (“SIEF_ELGA”, “SIYY”), the work-hardening variable \(\mathrm{\kappa }\) (“VARI_ELGA”, “V1”) and the porosity \(f\) (“VARI_ELGA”, “V2”) and the porosity (“”, “V2”).
The following table summarizes the values obtained by the Z-set finite element calculation software.
INST |
Identification |
Reference Value |
Type |
Tolerance |
0.1 |
|
400.8297 |
|
|
1.0 |
|
445.9803 |
|
|
0.1 |
V1 |
0.1059917 |
|
|
1.0 |
V1 |
1.145363 |
|
|
0.1 |
V2 |
0.01 |
|
|
1.0 |
V2 |
0.01 |
|
|