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Exact solutions of buckling for simply supported thick laminates

โœ Scribed by Fan Jiarang; Ye Jianqiao


Publisher
Elsevier Science
Year
1993
Tongue
English
Weight
417 KB
Volume
24
Category
Article
ISSN
0263-8223

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Design curves are presented for determining the elastic buckling loads of a class of simply supported rectangular plates linearly tapered in thickness in one direction and loaded in pure shear. The problem is solved by a simple straightforward numerical method involving a very small matrix.

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## a b s t r a c t The symplectic geometry method is introduced for exact bending solutions of moderately thick rectangular plates with two opposite edges simply supported. The basic equations for the plates are first transferred into Hamilton canonical equations. The whole state variables are then