3. Modeling A#
3.1. Characteristics of modeling#
The model consists of a bar element (BARRE).
Law of behavior: elastoplasticity with linear isotropic work hardening - Von Mises criterion
3.2. Characteristics of the mesh#
2 knots.
1 SEG2 mesh
3.3. Tested sizes and results#
Identification |
Instants |
Reference |
Difference ( \(\text{\%}\) ) |
normal force N |
1 |
1.0000E+05 |
0 |
normal force N |
2 |
1.0250E+05 |
0 |
normal force N |
3 |
—9.7500E+04 |
0 |
normal force N |
4 |
—1.0395E+05 |
0 |
normal force N |
5 |
9.6050E+04 |
0 |
normal force N |
6 |
1.0587E+05 |
0 |
normal force N |
7 |
—4.4129E+04 |
0 |