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Table 2 Convergence of collapse multipliers of clamped rectangular plate subjected to uniform pressure versus various DOFs

From: RETRACTED ARTICLE: A limit analysis of Mindlin plates using the cell-based smoothed triangular element CS-MIN3 and second-order cone programming (SOCP)

Method

Degrees of freedom

Reference solution [33] with 1350 DOFs

 

135

273

360

510

 

MIN3

62.2853

39.4181

35.883

33.0316

29.88

CS-MIN3

42.2025

33.4743

31.9999

30.7917

 
  1. Basic load p = M p /(LH).