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Article: Postbuckling analysis of circular cylindrical shells under external pressure
Title | Postbuckling analysis of circular cylindrical shells under external pressure |
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Authors | |
Issue Date | 1989 |
Publisher | Pergamon. The Journal's web site is located at http://www.elsevier.com/locate/tws |
Citation | Thin-Walled Structures, 1989, v. 7 n. 3-4, p. 239-256 How to Cite? |
Abstract | The postbuckling behavior of circular cylindrical shells of finite length under uniform external pressure is analysed using the spline finite strip method. A Total Lagrangian formulation on the displacement dependent pressure load in the orthogonal curvilinear reference frame is derived. An improvement for the arc-length iteration method is presented. The postbuckling equilibrium path and the contour map of equal radial deflection computed are in good agreement with the experimental and analytical results reported in Esslinger, M. and Geier, B., Postbuckling Behaviour of Structures, Springer-Verlag, Wien, New York, 1975. © 1989. |
Persistent Identifier | http://hdl.handle.net/10722/149925 |
ISSN | 2021 Impact Factor: 5.881 2020 SCImago Journal Rankings: 1.331 |
DC Field | Value | Language |
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dc.contributor.author | Cheung, YK | en_US |
dc.contributor.author | Zhu, DS | en_US |
dc.date.accessioned | 2012-06-26T06:00:35Z | - |
dc.date.available | 2012-06-26T06:00:35Z | - |
dc.date.issued | 1989 | en_US |
dc.identifier.citation | Thin-Walled Structures, 1989, v. 7 n. 3-4, p. 239-256 | en_US |
dc.identifier.issn | 0263-8231 | en_US |
dc.identifier.uri | http://hdl.handle.net/10722/149925 | - |
dc.description.abstract | The postbuckling behavior of circular cylindrical shells of finite length under uniform external pressure is analysed using the spline finite strip method. A Total Lagrangian formulation on the displacement dependent pressure load in the orthogonal curvilinear reference frame is derived. An improvement for the arc-length iteration method is presented. The postbuckling equilibrium path and the contour map of equal radial deflection computed are in good agreement with the experimental and analytical results reported in Esslinger, M. and Geier, B., Postbuckling Behaviour of Structures, Springer-Verlag, Wien, New York, 1975. © 1989. | en_US |
dc.language | eng | en_US |
dc.publisher | Pergamon. The Journal's web site is located at http://www.elsevier.com/locate/tws | en_US |
dc.relation.ispartof | Thin-Walled Structures | en_US |
dc.title | Postbuckling analysis of circular cylindrical shells under external pressure | en_US |
dc.type | Article | en_US |
dc.identifier.email | Cheung, YK:hreccyk@hkucc.hku.hk | en_US |
dc.identifier.authority | Cheung, YK=rp00104 | en_US |
dc.description.nature | link_to_subscribed_fulltext | en_US |
dc.identifier.scopus | eid_2-s2.0-0024775088 | en_US |
dc.identifier.volume | 7 | en_US |
dc.identifier.issue | 3-4 | en_US |
dc.identifier.spage | 239 | en_US |
dc.identifier.epage | 256 | en_US |
dc.publisher.place | United Kingdom | en_US |
dc.identifier.scopusauthorid | Cheung, YK=7202111065 | en_US |
dc.identifier.scopusauthorid | Zhu, DS=7403598929 | en_US |
dc.identifier.issnl | 0263-8231 | - |