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Article: Nonlinear analysis of RC shell structures using laminated element. I

TitleNonlinear analysis of RC shell structures using laminated element. I
Authors
Issue Date1993
PublisherAmerican Society of Civil Engineers. The Journal's web site is located at http://www.pubs.asce.org/journals/st.html
Citation
Journal Of Structural Engineering New York, N.Y., 1993, v. 119 n. 7, p. 2036-2058 How to Cite?
AbstractAn incremental variational formulation is presented for large deflection analysis of elastic-plastic continuum by considering the energy consistency of a nonlinear multivariable discrete system based upon incompatible trial functions. The functional is given in orthogonal curvilinear coordinate system and the initial stress procedure has been introduced. Equilibrium imbalance correction is included to prevent drifting of the solution during the incremental process. As an initial application of the suggested formulation, a hybrid stress laminated shell element in which an energy constraint is introduced to improve the element performance ,has been developed to analyze the through-thickness plastic behavior and the progressive cracking in reinforced concrete plates and shells. It is of quadrilateral shape with only four corner nodes and can be used for both shallow and deep laminated shells with satisfactory numerical characteristics. Example problems are also included to illustrate the element performance.
Persistent Identifierhttp://hdl.handle.net/10722/150011
ISSN
2015 Impact Factor: 1.7
2015 SCImago Journal Rankings: 1.431

 

DC FieldValueLanguage
dc.contributor.authorDi, Shenglinen_US
dc.contributor.authorCheung, YKen_US
dc.date.accessioned2012-06-26T06:01:04Z-
dc.date.available2012-06-26T06:01:04Z-
dc.date.issued1993en_US
dc.identifier.citationJournal Of Structural Engineering New York, N.Y., 1993, v. 119 n. 7, p. 2036-2058en_US
dc.identifier.issn0733-9445en_US
dc.identifier.urihttp://hdl.handle.net/10722/150011-
dc.description.abstractAn incremental variational formulation is presented for large deflection analysis of elastic-plastic continuum by considering the energy consistency of a nonlinear multivariable discrete system based upon incompatible trial functions. The functional is given in orthogonal curvilinear coordinate system and the initial stress procedure has been introduced. Equilibrium imbalance correction is included to prevent drifting of the solution during the incremental process. As an initial application of the suggested formulation, a hybrid stress laminated shell element in which an energy constraint is introduced to improve the element performance ,has been developed to analyze the through-thickness plastic behavior and the progressive cracking in reinforced concrete plates and shells. It is of quadrilateral shape with only four corner nodes and can be used for both shallow and deep laminated shells with satisfactory numerical characteristics. Example problems are also included to illustrate the element performance.en_US
dc.languageengen_US
dc.publisherAmerican Society of Civil Engineers. The Journal's web site is located at http://www.pubs.asce.org/journals/st.htmlen_US
dc.relation.ispartofJournal of structural engineering New York, N.Y.en_US
dc.titleNonlinear analysis of RC shell structures using laminated element. Ien_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-s2.0-0027627734en_US
dc.identifier.volume119en_US
dc.identifier.issue7en_US
dc.identifier.spage2036en_US
dc.identifier.epage2058en_US
dc.publisher.placeUnited Statesen_US
dc.identifier.scopusauthoridDi, Shenglin=7006099854en_US
dc.identifier.scopusauthoridCheung, YK=7202111065en_US

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