Table 2 Comparison of results for case 1 solving 10-bar truss structure problem

From: Cohort intelligence with self-adaptive penalty function approach hybridized with colliding bodies optimization algorithm for discrete and mixed variable constrained problems

Techniques GA [65] ABC [78] ADS [28] PC Kulkarni et al. [45] CI-SPF [35] CI–SAPF CI–SAPF–CBO
Truss weight
\(W \left(lb\right)\)
5499.35 5490.74 5490.74 5490.74 5490.74 5490.60 5490.60
Function evaluations NA 25,800 1000 1,852,059 19,250 16,940 14,160
  1. NANot Available