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|Title:||Optimal design of tapered beams for maximum buckling strength||Authors:||Wang, C.M.
optimal parameter selection
Timoshenko energy approach
|Issue Date:||Oct-1986||Citation:||Wang, C.M.,Thevendran, V.,Teo, K.L.,Kitipornchai, S. (1986-10). Optimal design of tapered beams for maximum buckling strength. Engineering Structures 8 (4) : 276-284. ScholarBank@NUS Repository.||Abstract:||This paper is concerned with the determination of the optimal linear taper of a narrow rectangular beam that will maximize the critical buckling load subject to a volume constraint. The beam considered is either cantilevered or simply supported and is under a uniformly distributed load or a point load. The solution to the problem is obtained by two independent approaches. Whilst one of the approaches is based on the Timoshenko energy technique, the other is based on a Lagrange multiplier and the gradient expression of problem. © 1986.||Source Title:||Engineering Structures||URI:||http://scholarbank.nus.edu.sg/handle/10635/65933||ISSN:||01410296|
|Appears in Collections:||Staff Publications|
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