Please use this identifier to cite or link to this item:
Title: Buckling of circular plates based on Reddy plate theory
Authors: Wang, C.M. 
Lee, K.H. 
Reddy, J.N. 
Issue Date: 1997
Source: Wang, C.M.,Lee, K.H.,Reddy, J.N. (1997). Buckling of circular plates based on Reddy plate theory. American Society of Mechanical Engineers (Paper) : -. ScholarBank@NUS Repository.
Abstract: Treated herein is the elastic buckling of circular plates based on the Reddy plate theory. This plate theory extends the Kirchhoff (or the classical thin) plate theory to allow for the effect of transverse shear deformation. Unlike the Mindlin's shear deformation plate theory, there is no need for a shear correction factor in the Reddy plate theory. In this paper, exact buckling solutions are derived for circular plates whose edges are simply supported and elastically restrained against rotation as well. This general edge condition includes the classical simply supported and clamped edges at the limiting, values of the elastic rotational restraint constant. The buckling solutions are expressed in terms of the well-known Kichhoff buckling solutions. A comparison of buckling loads between the Mindlin, Reddy and three-dimensional elasticity plates is also given.
Source Title: American Society of Mechanical Engineers (Paper)
ISSN: 04021215
Appears in Collections:Staff Publications

Show full item record
Files in This Item:
There are no files associated with this item.

Page view(s)

checked on Dec 9, 2017

Google ScholarTM


Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.