4. B modeling#
4.1. Characteristics of modeling#
We use C_ PLAN modeling. The main constraints ratio \({\mathrm{\sigma }}_{2}/{\mathrm{\sigma }}_{1}\) is set to \(-0.052\).
4.2. Characteristics of the mesh#
The mesh contains 1 element of type QUAD4.
4.3. Tested sizes and results#
We test the deformations and stresses at node \(N1\) in Figure.
Identification |
Increment |
Reference Type |
Reference Value |
Tolerance |
Constraint \({\mathrm{\sigma }}_{\mathit{yy}}\) |
6 |
“ANALYTIQUE” |
\(-3589800\mathit{Pa}\) |
|
Deformation \({\mathrm{\epsilon }}_{\mathit{yy}}\) |
6 |
“ANALYTIQUE” |
\(-\mathrm{1,05E-004}\) |
|
Constraint \({\mathrm{\sigma }}_{\mathit{yy}}\) |
46 |
“ANALYTIQUE” |
\(-27899998\mathit{Pa}\) |
|
Table 4.3-1 : Summary of TEST_RESU
4.4. notes#
The first two measurement points allow you to compare the slope at the origin of the Stress-Deformation curve. The last point corresponds to the breaking stress.