4. B modeling#
4.1. Characteristics of modeling#
3D modeling is used. The crack is not shown. The entries for the POST_FM operator are read from tables extracted from a prior calculation.
4.2. Characteristics of the mesh#
The mesh contains 6 elements of type PENTA15. These elements correspond to the support of the crack bottom node \(B\) from modeling A.
4.3. Tested sizes and results#
We test the output table for operator POST_FM. This table is obtained in point \(B\). The results obtained are the same as those obtained by the a priory calculation.
Identification |
Reference type |
Reference value |
Precision |
\(\mathit{MIN}\) - \(\mathit{TEMP}\) |
“NON_REGRESSION” |
39.0786 |
1e-06 |
\(\mathit{MIN}\) - \(\mathit{KIC}\) |
“NON_REGRESSION” |
1e-06 |
|
\(\mathit{MAX}\) - \(\mathit{KELAS}\) |
“AUTRE_ASTER” |
|
|
\(\mathit{MAX}\) - \(\mathit{KPLAS}\) |
“AUTRE_ASTER” |
|
|
\(\mathit{MAX}\) - \(\mathit{KCP}\) |
“NON_REGRESSION” |
1e-06 |
|
\(\mathit{MIN}\) - \(\mathit{FM}\text{\_}\mathit{ASN}\) |
“AUTRE_ASTER” |
1.21557 |
|
\(\mathit{INST}=3300\) - \(\mathit{FM}\text{\_}\mathit{ASN}\) |
“NON_REGRESSION” |
1.2208980 |
1e-06 |
4.4. notes#
We validate the case of a defect of type DSR, defined by the condition \(\mathit{max}(\mathit{KPLAS})>\mathit{max}(\mathit{KELAS})\).