Affiliation:
1. Department of Civil and Structural Engineering, University of Sheffield, Mappin Street, Sheffield.
Abstract
An approximate analysis of the large deflection elastic behaviour of clamped, uniformly loaded, rectangular plates is carried out using a perturbation method. The solutions obtained are presented in a general form which allows the behaviour of a plate having any particular value of aspect ratio to be predicted. The predictions of the present solutions are compared with those of existing solutions where these are available.
Cited by
22 articles.
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