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Simple Solution for Buckling of Orthotropic Circular Cylindrical Shells
Citation
Zou, RD and Foster, CG, Simple Solution for Buckling of Orthotropic Circular Cylindrical Shells, Thin-Walled Structures, 22, (3) pp. 143-158. ISSN 0263-8231 (1995) [Refereed Article]
DOI: doi:10.1016/0263-8231(94)00026-V
Abstract
Most papers dealing with the analysis of the buckling behaviour of orthotropic circular cylindrical shells provide solutions which are complex in nature and difficult to use. In this paper the theory has been developed to the point that relatively simple solutions of a general nature have been formulated. Based on Flugge's linear theory for isotropic cylindrical shells, a general buckling solution under combined axial compression and external pressure was derived. For moderate-length orthotropic cylindrical shells loaded by either external pressure or axial compression, buckling loads are formulated in a simple form. © 1995.
Item Details
| Item Type: | Refereed Article |
|---|---|
| Research Division: | Engineering |
| Research Group: | Mechanical Engineering |
| Research Field: | Mechanical Engineering not elsewhere classified |
| Objective Division: | Construction |
| Objective Group: | Other Construction |
| Objective Field: | Construction not elsewhere classified |
| UTAS Author: | Foster, CG (Dr Colin Foster) |
| ID Code: | 6354 |
| Year Published: | 1995 |
| Web of Science® Times Cited: | 15 |
| Deposited By: | Civil and Mechanical Engineering |
| Deposited On: | 1995-08-01 |
| Last Modified: | 2011-08-25 |
| Downloads: | 0 |
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