6. D modeling#
6.1. Characteristics of modeling#
Modeling \(D\) is almost the same as modeling \(A\). Only the D_ PLAN elements in the massif are modified. They are replaced by D_ PLAN_HMS elements. Thus, rather than a completely impermeable medium, we consider a medium with low permeability:
\[\]
: label: EQ-None
textrm {Intrinsic permeability} {K} ^ {text {int}}
Exchanges between crack and massif are authorized for this modeling.
Discretization in time: 10 time steps of \(20s\).
6.2. Tested sizes and results#
The following non-regression tests are simply performed:
Point |
Time ( \(s\) ) |
\(\mathrm{Fy}\) ( \(\mathrm{kN}/{\mathrm{mm}}^{\mathrm{²}}\) ) Aster |
\(B\) |
100 |
-11,87 |
\(B\) |
200 |
-2,10 |
\(X\) ( \(\mathrm{mm}\) ) |
\(Y\) ( \(\mathrm{mm}\) ) |
Time ( \(s\) ) |
\(\mathrm{PRE1}\) ( \(\mathrm{MPa}\) ) |
( ) Aster |
0 |
-41 |
140 |
0.0737 |
|
0 |
-41 |
200 |
0.1679 |