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Table 2 The convergence of the limit load factor ( q Ì„ a 2 / m p ) for a clamped square plate

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

Authors

Mesh

 

8×8

16×16

32×32

64×64

Present (Quadratic)

49.487

46.784

45.456

44.781

Present (Cubic)

47.302

45.760

44.963

44.556

Hodge and Belytschko [1]

-

-

-

49.25/42.86

  1. Reference solution [1]: upper/lower bounds.