Please use this identifier to cite or link to this item:
Title: Buckling of cylindrical shells with internal ring supports
Authors: Wang, C.M. 
Tian, J.
Swaddiwudhipong, S. 
Issue Date: Oct-1994
Citation: Wang, C.M.,Tian, J.,Swaddiwudhipong, S. (1994-10). Buckling of cylindrical shells with internal ring supports. Structural Engineering and Mechanics 2 (4) : 369-381. ScholarBank@NUS Repository.
Abstract: This paper is concerned with the elastic buckling of cylindrical shells with internal rigid ring supports. The internal supports impose a zero lateral deflection constraint on the buckling modes at their locations. An automated Rayleigh-Ritz method is presented for solving this buckling problem. The method can handle any combination of end conditions and any number of internal supports. Moreover, it is simple to code and can yield very accurate solutions. New buckling results for cylindrical shells with a single internal ring support, and under lateral pressure and hydrostatic pressure, are given in the form of design charts. These results should be valuable to engineering designers.
Source Title: Structural Engineering and Mechanics
ISSN: 12254568
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 Jan 26, 2023

Google ScholarTM


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