Table 10 Comparison of results for 52-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 [86] HS [55] HPSO [59] DHPSACO [39] MBA [73] CBO [38] CI–SAPF CI–SAPF–CBO
Truss weight \(W (kg)\) 1970.14 1906.76 1905.49 1904.83 1902.61 1899.35 1894.48 1891.44
Function evaluations 60,000 NA 100,000 5300 NA 3840 175,240 42,432
  1. NANot Available