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Article: Analysis of closed cross-section thin-walled structures

TitleAnalysis of closed cross-section thin-walled structures
Authors
Issue Date1992
PublisherPergamon. The Journal's web site is located at http://www.elsevier.com/locate/tws
Citation
Thin-Walled Structures, 1992, v. 14 n. 1, p. 21-35 How to Cite?
AbstractA new analytical method is presented for the analysis of the stresses and displacements in a finitely long, thin-walled cylindrical shell structure of arbitrary cross-section whose median surface cross-section curvature is described approximately by a special coordinate transformation function that can map the non-circular cross-section curvature into a circular one. The cylindrical structure is acted upon by an external load and is allowed to have various boundary conditions at its edges. The displacement functions are first of all assumed for a circular cylindrical shell to be respectively a Fourier series in the circumferential direction and the characteristic beam functions which satisfy the various end conditions in the longitudinal direction and then mapped into the arbitrary cross-sectional cylindrical shell. The principle of minimum total potential energy is employed to obtain stresses and displacements for the non-circular cylindrical shell structures. Problems involving oval, square, and U-shaped cross-sectional cylindrical shell structures are studied. © 1992.
Persistent Identifierhttp://hdl.handle.net/10722/149975
ISSN
2015 Impact Factor: 2.063
2015 SCImago Journal Rankings: 1.647

 

DC FieldValueLanguage
dc.contributor.authorZhu, JXen_US
dc.contributor.authorCheung, YKen_US
dc.date.accessioned2012-06-26T06:00:52Z-
dc.date.available2012-06-26T06:00:52Z-
dc.date.issued1992en_US
dc.identifier.citationThin-Walled Structures, 1992, v. 14 n. 1, p. 21-35en_US
dc.identifier.issn0263-8231en_US
dc.identifier.urihttp://hdl.handle.net/10722/149975-
dc.description.abstractA new analytical method is presented for the analysis of the stresses and displacements in a finitely long, thin-walled cylindrical shell structure of arbitrary cross-section whose median surface cross-section curvature is described approximately by a special coordinate transformation function that can map the non-circular cross-section curvature into a circular one. The cylindrical structure is acted upon by an external load and is allowed to have various boundary conditions at its edges. The displacement functions are first of all assumed for a circular cylindrical shell to be respectively a Fourier series in the circumferential direction and the characteristic beam functions which satisfy the various end conditions in the longitudinal direction and then mapped into the arbitrary cross-sectional cylindrical shell. The principle of minimum total potential energy is employed to obtain stresses and displacements for the non-circular cylindrical shell structures. Problems involving oval, square, and U-shaped cross-sectional cylindrical shell structures are studied. © 1992.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.titleAnalysis of closed cross-section thin-walled structuresen_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-s2.0-0026711808en_US
dc.identifier.volume14en_US
dc.identifier.issue1en_US
dc.identifier.spage21en_US
dc.identifier.epage35en_US
dc.publisher.placeUnited Kingdomen_US
dc.identifier.scopusauthoridZhu, JX=7405689540en_US
dc.identifier.scopusauthoridCheung, YK=7202111065en_US

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