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Article: Geometric nonlinear analysis of thin plates by a refined nonlinear non-conforming triangular plate element

TitleGeometric nonlinear analysis of thin plates by a refined nonlinear non-conforming triangular plate element
Authors
KeywordsRefined Non-Conforming Element Method For Geometric Nonlinear Analysis
Refined Nonlinear Non-Conforming Triangular Plate Element
Total Lagrangian
Updated Lagrangian
Issue Date2003
PublisherPergamon. The Journal's web site is located at http://www.elsevier.com/locate/tws
Citation
Thin-Walled Structures, 2003, v. 41 n. 5, p. 403-418 How to Cite?
AbstractBased on the refined non-conforming element method for geometric nonlinear analysis, a refined nonlinear non-conforming triangular plate element is constructed using the Total Lagrangian (T.L.) and the Updated Lagrangian (U.L.) approach. The refined nonlinear non-conforming triangular plate element is based on the Allman's triangular plane element with drilling degrees of freedom [1] and the refined non-conforming triangular plate element RT9 [2]. The element is used to analyze the geometric nonlinear behavior of plates and the numerical examples show that the refined non-conforming triangular plate element by the T.L. and U.L. approach can give satisfactory results. The computed results obtained from the T.L. and U.L. approach for the same numerical examples are somewhat different and the reasons for the difference of the computed results are given in detail in this paper. © 2003 Elsevier Science Ltd. All rights reserved.
Persistent Identifierhttp://hdl.handle.net/10722/150231
ISSN
2015 Impact Factor: 2.063
2015 SCImago Journal Rankings: 1.647
ISI Accession Number ID
References

 

DC FieldValueLanguage
dc.contributor.authorZhang, YXen_US
dc.contributor.authorCheung, YKen_US
dc.date.accessioned2012-06-26T06:02:36Z-
dc.date.available2012-06-26T06:02:36Z-
dc.date.issued2003en_US
dc.identifier.citationThin-Walled Structures, 2003, v. 41 n. 5, p. 403-418en_US
dc.identifier.issn0263-8231en_US
dc.identifier.urihttp://hdl.handle.net/10722/150231-
dc.description.abstractBased on the refined non-conforming element method for geometric nonlinear analysis, a refined nonlinear non-conforming triangular plate element is constructed using the Total Lagrangian (T.L.) and the Updated Lagrangian (U.L.) approach. The refined nonlinear non-conforming triangular plate element is based on the Allman's triangular plane element with drilling degrees of freedom [1] and the refined non-conforming triangular plate element RT9 [2]. The element is used to analyze the geometric nonlinear behavior of plates and the numerical examples show that the refined non-conforming triangular plate element by the T.L. and U.L. approach can give satisfactory results. The computed results obtained from the T.L. and U.L. approach for the same numerical examples are somewhat different and the reasons for the difference of the computed results are given in detail in this paper. © 2003 Elsevier Science Ltd. All rights reserved.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.subjectRefined Non-Conforming Element Method For Geometric Nonlinear Analysisen_US
dc.subjectRefined Nonlinear Non-Conforming Triangular Plate Elementen_US
dc.subjectTotal Lagrangianen_US
dc.subjectUpdated Lagrangianen_US
dc.titleGeometric nonlinear analysis of thin plates by a refined nonlinear non-conforming triangular plate elementen_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.doi10.1016/S0263-8231(02)00114-3en_US
dc.identifier.scopuseid_2-s2.0-0037403142en_US
dc.relation.referenceshttp://www.scopus.com/mlt/select.url?eid=2-s2.0-0037403142&selection=ref&src=s&origin=recordpageen_US
dc.identifier.volume41en_US
dc.identifier.issue5en_US
dc.identifier.spage403en_US
dc.identifier.epage418en_US
dc.identifier.isiWOS:000182632400002-
dc.publisher.placeUnited Kingdomen_US
dc.identifier.scopusauthoridZhang, YX=8543042300en_US
dc.identifier.scopusauthoridCheung, YK=7202111065en_US

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