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Longitudinally stiffened corrugated cylindrical shells under uniform external pressure

Citation

Ghanbari Ghazijahani, T and Jiao, H and Holloway, D, Longitudinally stiffened corrugated cylindrical shells under uniform external pressure, Journal of Constructional Steel Research, 110 pp. 191-199. ISSN 0143-974X (2015) [Refereed Article]

Copyright Statement

Copyright 2015 Elsevier Ltd.

DOI: doi:10.1016/j.jcsr.2015.02.016

Abstract

Thin-walled cylindrical shells are widely used as industrial structural members. Owing to low transverse strength, these structures are highly susceptible to the buckling phenomenon when they are exposed to external pressure. Many strengthening methods have been utilized in order to increase the buckling capacity of such structures among which is employing stiffeners in different forms connected to the surface of these structures. This study is aimed at a new approach for strengthening in which vertical corrugations were introduced on 11 cylindrical shell specimens under uniform external pressure. The results showed a considerable increase in the buckling capacity of such structures.

Item Details

Item Type:Refereed Article
Keywords:thin-walled cylindrical shells, tests, external pressure, vertical corrugation
Research Division:Engineering
Research Group:Civil Engineering
Research Field:Structural Engineering
Objective Division:Construction
Objective Group:Construction Materials Performance and Processes
Objective Field:Metals (e.g. Composites, Coatings, Bonding)
Author:Ghanbari Ghazijahani, T (Mr Tohid Ghanbari Ghazijahani)
Author:Jiao, H (Dr Hui Jiao)
Author:Holloway, D (Dr Damien Holloway)
ID Code:99967
Year Published:2015
Web of Science® Times Cited:7
Deposited By:Engineering
Deposited On:2015-04-21
Last Modified:2017-11-06
Downloads:0

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