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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