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Table 8 The limit load factor λ cr / m p for a clamped circular plate subjected to a linear load

From: Upper bound limit analysis of plates using a rotation-free isogeometric approach

a 2

Tresca(UB)

Square(UB)

Quadratic

Cubic

−3

8.404

9.238

8.554

8.402

−2

6.412

6.928

6.639

6.485

−1

5.174

5.543

5.414

5.270

0

4.334

4.619

4.567

4.446

1

3.727

3.959

3.948

3.8926

2

3.269

3.464

3.475

3.363

3

2.911

3.080

3.074

3.000