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dc.contributor.authorWalker, Mark
dc.date.accessioned2011-08-01T07:58:56Z
dc.date.available2011-08-01T07:58:56Z
dc.date.issued1999
dc.identifier.urihttp://hdl.handle.net/10321/648
dc.descriptionOriginally published in: Computers & Structures Vol. 70, No. 3, 1999.en_US
dc.description.abstractFinite 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.en_US
dc.format.extentpp. 337-343 (7 p.)en_US
dc.language.isoenen_US
dc.publisherElsevieren_US
dc.rightsThe 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/S0045794998001679en_US
dc.subjectFinite element solutionsen_US
dc.subjectOptimal designen_US
dc.subjectBuckling loadsen_US
dc.titleOptimal design of symmetric laminates with cut-outs for maximum buckling loaden_US
dc.typeArticleen_US
dc.publisher.urihttp://dx.doi.org/10.1016/S0045-7949(98)00167-9en_US


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