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Article: A three-dimensional finite element method for plate bending

TitleA three-dimensional finite element method for plate bending
Authors
Issue Date1974
PublisherPergamon. The Journal's web site is located at http://www.elsevier.com/locate/ijmecsci
Citation
International Journal Of Mechanical Sciences, 1974, v. 16 n. 7, p. 479-487 How to Cite?
AbstractA three-dimensional finite element method is proposed for plate bending. The displacement function is assumed to have a particular form with respect to the thickness variable. The assumed displacement function is substituted into the three-dimensional potential energy functional and a two-dimensional variational problem emerges. The two-dimensional problem is treated by the finite element method and it is seen that for conforming solutions the only requirement is continuity of the basis functions. The method includes transverse shear and thickness effects and may be used for both thin and moderately thick shells. To illustrate the method and to compare it with other results, the problems of a square plate under point and distributed loads and with simply supported and clamped boundary are treated numerically. © 1974.
Persistent Identifierhttp://hdl.handle.net/10722/150467
ISSN
2015 Impact Factor: 2.481
2015 SCImago Journal Rankings: 1.464

 

DC FieldValueLanguage
dc.contributor.authorWestbrook, DRen_US
dc.contributor.authorChakrabarti, Sen_US
dc.contributor.authorCheung, YKen_US
dc.date.accessioned2012-06-26T06:04:58Z-
dc.date.available2012-06-26T06:04:58Z-
dc.date.issued1974en_US
dc.identifier.citationInternational Journal Of Mechanical Sciences, 1974, v. 16 n. 7, p. 479-487en_US
dc.identifier.issn0020-7403en_US
dc.identifier.urihttp://hdl.handle.net/10722/150467-
dc.description.abstractA three-dimensional finite element method is proposed for plate bending. The displacement function is assumed to have a particular form with respect to the thickness variable. The assumed displacement function is substituted into the three-dimensional potential energy functional and a two-dimensional variational problem emerges. The two-dimensional problem is treated by the finite element method and it is seen that for conforming solutions the only requirement is continuity of the basis functions. The method includes transverse shear and thickness effects and may be used for both thin and moderately thick shells. To illustrate the method and to compare it with other results, the problems of a square plate under point and distributed loads and with simply supported and clamped boundary are treated numerically. © 1974.en_US
dc.languageengen_US
dc.publisherPergamon. The Journal's web site is located at http://www.elsevier.com/locate/ijmecscien_US
dc.relation.ispartofInternational Journal of Mechanical Sciencesen_US
dc.titleA three-dimensional finite element method for plate bendingen_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-s2.0-49549159730en_US
dc.identifier.volume16en_US
dc.identifier.issue7en_US
dc.identifier.spage479en_US
dc.identifier.epage487en_US
dc.publisher.placeUnited Kingdomen_US
dc.identifier.scopusauthoridWestbrook, DR=7003275731en_US
dc.identifier.scopusauthoridChakrabarti, S=24568105500en_US
dc.identifier.scopusauthoridCheung, YK=7202111065en_US

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