Please use this identifier to cite or link to this item:
|Title:||Optimal design of symmetric laminates with cut-outs for maximum buckling load||Authors:||Walker, Mark||Keywords:||Finite element solutions;Optimal design;Buckling loads||Issue Date:||1999||Publisher:||Elsevier||Abstract:||Finite element solutions are presented for the optimal design of symmetrically laminated rectangular plates with central circular cut-outs subject to a combination of simply supported, clamped and free boundary conditions. The design objective is the maximisation of the biaxial buckling load by determining the fibre orientations optimally with the effects of bending–twisting coupling taken into account. The finite element method coupled with an optimisation routine is employed in analysing and optimising the laminated plate designs. The effect of plate size and boundary conditions on the optimal ply angles and the buckling load are numerically studied, and these results are compared to those from an article which appeared in this journal in 1996; viz. plates without cut-outs (Walker M, Adali S, Verijenko VE. Optimisation of symmetric laminates for maximum buckling load including the effects of bending–twisting coupling.||Description:||Originally published in: Computers & Structures Vol. 70, No. 3, 1999.||URI:||http://hdl.handle.net/10321/648||Rights:||The electronic version of the article published in Computers & Structures 1999, 70(3): 337-343 © 1999 copyright Elsevier. Computers & Structures available online at: http://www.sciencedirect.com/science/article/pii/S0045794998001679|
|Appears in Collections:||Research Publications (Engineering and Built Environment)|
Show full item record
Page view(s) 50874
checked on Feb 16, 2019
Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.