3. Modeling A#
3.1. Characteristics of modeling A#
Modeling in plane deformations. \(20\mathrm{\times }20\) elements \(\mathit{Q8}\)
3.2. Tested sizes and results#
Node |
Value type |
Instant ( \(s\) ) |
Reference |
|||
(analytical) » |
Aster |
Difference ( \(\text{\%}\) ) |
||||
\(\mathit{N441}\) \((0.05;0.05)\) |
|
1 |
1 |
16.3 |
16.25 |
0.3% |
\(\mathrm{N241}\) \((\mathrm{-}0.05;\mathrm{-}0.05)\) |
|
1 |
1 |
28.8 |
28.5 |
0.96% |
\(\mathit{N341}\) \((\mathrm{0 };0)\) |
|
1 |
1 |
22.5 |
22.5 |
|
Time and space error estimators are also validated by non-regression tests.
Value type |
Instant ( \(s\) ) |
Aster |
Difference ( \(\text{\%}\) ) |
ERRE_TPS_GLOB |
1 |
1.5E-8 |
0% |
Node |
Value type |
Component |
Component |
Instant ( \(s\) ) |
Aster |
Difference ( \(\text{\%}\) ) |
\(\mathrm{N313}\) \((-0.09;-0.01)\) |
|
|
1 |
1.9E-12 |
|