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Elasticity solutions for a uniformly loaded rectangular plate of functionally graded materials with two opposite edges simply supported

โœ Scribed by B. Yang; H. J. Ding; W. Q. Chen

Publisher
Springer Vienna
Year
2008
Tongue
English
Weight
295 KB
Volume
207
Category
Article
ISSN
0001-5970

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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