From: FEM-based shakedown analysis of hardening structures
Limit
Shakedown
Author
[p1, p2] = [2.0, 0.0]
[p1, p2] = [0.0, 1.0]
[p1, p2] = [1.2, 1.0]
[p1, p2] = [2.0, 1.0]
p 1 ∈ 1.2 , 2 p 2 ∈ 0 , 1
Garcea et al. [25]
3.280
8.718
5.467
3.244
Tran et al. [26]
3.402
9.192
5.720
3.388
3.377
Present (perfectly plastic)
3.300
8.744
5.500
3.264
Present (kin. hardening)
4.455
11.804
7.425
4.406