1. Reference problem#
1.1. Geometry#
1.2. Material properties#
Law of elastoplastic behavior with mixed work hardening (linear isotropic and linear kinematics).
1.3. Boundary conditions and loads#
The plate is stuck next
along the [3,4] side, next
along the [1,3] side while being subject to an imposed displacement in \(y\):
along the [1,2] side.
The loading path is as follows:
\(t\) |
\((\mathrm{mm})\) |
1 |
|
2 |
4.5d—3 |
3 |
0.1d—3 |
4 |
—2. 10—3 |