Please use this identifier to cite or link to this item:
Title: Elastic buckling of regular polygonal plates
Authors: Liew, K.M.
Wang, C.M. 
Issue Date: 1995
Citation: Liew, K.M.,Wang, C.M. (1995). Elastic buckling of regular polygonal plates. Thin-Walled Structures 21 (2) : 163-173. ScholarBank@NUS Repository.
Abstract: This paper concerns the elastic buckling of uniformly in-plane loaded regular polygonal plates with combinations of various edge conditions and internal line/curved supports. In contrast to the usual practice of using one of the discretization methods such as the finite element method for performing the buckling analysis, the Rayleigh-Ritz method has been adopted. It will be demonstrated how such an approximate continuum method can still be applied for such plates with somewhat complicated boundary conditions. This more comprehensive tabulated set of buckling factors for plates of various regular polygonal shapes should be valuable to designers and may also serve as reference values for testing future software development in plate buckling analysis. © 1995.
Source Title: Thin-Walled Structures
ISSN: 02638231
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 Apr 20, 2019

Google ScholarTM


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