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Article: Postbuckling analysis of circular cylindrical shells under external pressure

TitlePostbuckling analysis of circular cylindrical shells under external pressure
Authors
Cheung, YKZhu, DS
Issue Date1989
PublisherPergamon. 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?
AbstractThe 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 Identifierhttp://hdl.handle.net/10722/149925
ISSN
0263-8231
2023 Impact Factor: 5.7
2023 SCImago Journal Rankings: 1.527
ISI Accession Number ID
WOS:A1989U273600005

 

DC FieldValueLanguage
dc.contributor.authorCheung, YKen_US
dc.contributor.authorZhu, DSen_US
dc.date.accessioned2012-06-26T06:00:35Z-
dc.date.available2012-06-26T06:00:35Z-
dc.date.issued1989en_US
dc.identifier.citationThin-Walled Structures, 1989, v. 7 n. 3-4, p. 239-256en_US
dc.identifier.issn0263-8231en_US
dc.identifier.urihttp://hdl.handle.net/10722/149925-
dc.description.abstractThe 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.languageengen_US
dc.publisherPergamon. The Journal's web site is located at http://www.elsevier.com/locate/twsen_US
dc.relation.ispartofThin-Walled Structuresen_US
dc.titlePostbuckling analysis of circular cylindrical shells under external pressureen_US
dc.typeArticleen_US
dc.identifier.emailCheung, YK:hreccyk@hkucc.hku.hken_US
dc.identifier.authorityCheung, YK=rp00104en_US
dc.description.naturelink_to_subscribed_fulltexten_US
dc.identifier.scopuseid_2-s2.0-0024775088en_US
dc.identifier.volume7en_US
dc.identifier.issue3-4en_US
dc.identifier.spage239en_US
dc.identifier.epage256en_US
dc.identifier.isiWOS:A1989U273600005-
dc.publisher.placeUnited Kingdomen_US
dc.identifier.scopusauthoridCheung, YK=7202111065en_US
dc.identifier.scopusauthoridZhu, DS=7403598929en_US
dc.identifier.issnl0263-8231-

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