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Table 1 Comparison of plastic limit collapse and shakedown results

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 3.280 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 3.300 3.264
Present (kin. hardening) 4.455 11.804 7.425 4.455 4.406