6. E modeling#
6.1. Characteristics of modeling#
The modeling is of the AXIS type.
Loading and boundary conditions are modelled by:
FACE_IMPO =_F (GROUP_MA = D1, DY= 0.)
The temperature TEMP1, drying SECH1, and hydration fields HYDR1 are applied to the entire model.
We use the NEWTON and IMPLEX resolution method with 2 load steps.
6.2. Characteristics of the mesh#
Number of knots: |
21 |
Number of meshes and types: |
4 QUAD8 |
6.3. Tested sizes and results#
For the calculation with STAT_NON_LINE, the components of the EPSI_NOEU deformation tensor are tested after 3600 days. It is also verified that the stresses SIEF_NOEU are zero as well as the plastic deformation (EPSP_NOEU) and the damage variable (VARI_NOEU, V1).
Variables |
Instant |
Reference Type |
Reference |
Tolerance |
|
\({\mathrm{\epsilon }}_{\mathit{xx}}\) |
3600 |
|
6.53 10-4 |
|
|
\({\mathrm{\epsilon }}_{\mathit{yy}}\) |
3600 |
|
6.53 10-4 |
|
|
\({\mathrm{\epsilon }}_{\mathit{xx}}^{p}\) |
3600 |
|
1.00E-006 |
||
\({\mathrm{\epsilon }}_{\mathit{yy}}^{p}\) |
3600 |
|
1.00E-006 |
||
\({\mathrm{\sigma }}_{\mathit{xx}}\) |
3600 |
|
1.00E-006 |
||
\({\mathrm{\sigma }}_{\mathit{yy}}\) |
3600 |
|
1.00E-006 |
||
\(D\) |
3600 |
|
1,00E-006 |