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Article: Refined non-conforming quadrilateral thin plate bending element

TitleRefined non-conforming quadrilateral thin plate bending element
Authors
KeywordsC1 continuity requirement
Convergence
Refined non-conforming quadrilateral thin plate element
Issue Date1997
PublisherJohn Wiley & Sons Ltd. The Journal's web site is located at http://www3.interscience.wiley.com/cgi-bin/jhome/1430
Citation
International Journal For Numerical Methods In Engineering, 1997, v. 40 n. 21, p. 3919-3935 How to Cite?
AbstractA refined non-conforming quadrilateral thin plate bending element RPQ4 which can satisfy the requirement of convergence is established such that the non-conforming displacement function can be derived directly. A simple explicit expression of a refined constant strain matrix can be introduced into the formulation of the standard displacement element which results in the constraint condition of interelement continuity being satisfied in an average sense. Numerical examples are presented to show that the present model can pass the patch test and possesses high accuracy. © 1997 John Wiley & Sons, Ltd.
Persistent Identifierhttp://hdl.handle.net/10722/70758
ISSN
2015 Impact Factor: 2.1
2015 SCImago Journal Rankings: 2.007
References

 

DC FieldValueLanguage
dc.contributor.authorWanji, Cen_HK
dc.contributor.authorCheung, YKen_HK
dc.date.accessioned2010-09-06T06:25:52Z-
dc.date.available2010-09-06T06:25:52Z-
dc.date.issued1997en_HK
dc.identifier.citationInternational Journal For Numerical Methods In Engineering, 1997, v. 40 n. 21, p. 3919-3935en_HK
dc.identifier.issn0029-5981en_HK
dc.identifier.urihttp://hdl.handle.net/10722/70758-
dc.description.abstractA refined non-conforming quadrilateral thin plate bending element RPQ4 which can satisfy the requirement of convergence is established such that the non-conforming displacement function can be derived directly. A simple explicit expression of a refined constant strain matrix can be introduced into the formulation of the standard displacement element which results in the constraint condition of interelement continuity being satisfied in an average sense. Numerical examples are presented to show that the present model can pass the patch test and possesses high accuracy. © 1997 John Wiley & Sons, Ltd.en_HK
dc.languageengen_HK
dc.publisherJohn Wiley & Sons Ltd. The Journal's web site is located at http://www3.interscience.wiley.com/cgi-bin/jhome/1430en_HK
dc.relation.ispartofInternational Journal for Numerical Methods in Engineeringen_HK
dc.rightsInternational Journal for Numerical Methods in Engineering. Copyright © John Wiley & Sons Ltd.en_HK
dc.subjectC1 continuity requirementen_HK
dc.subjectConvergenceen_HK
dc.subjectRefined non-conforming quadrilateral thin plate elementen_HK
dc.titleRefined non-conforming quadrilateral thin plate bending elementen_HK
dc.typeArticleen_HK
dc.identifier.openurlhttp://library.hku.hk:4550/resserv?sid=HKU:IR&issn=0029-5981&volume=40&spage=3919 &epage= 3935&date=1997&atitle=Refined+non-conforming+quadrilateral+thin+plate+bending+elementen_HK
dc.identifier.emailCheung, YK:hreccyk@hkucc.hku.hken_HK
dc.identifier.authorityCheung, YK=rp00104en_HK
dc.description.naturelink_to_subscribed_fulltext-
dc.identifier.scopuseid_2-s2.0-0031271019en_HK
dc.identifier.hkuros34155en_HK
dc.relation.referenceshttp://www.scopus.com/mlt/select.url?eid=2-s2.0-0031271019&selection=ref&src=s&origin=recordpageen_HK
dc.identifier.volume40en_HK
dc.identifier.issue21en_HK
dc.identifier.spage3919en_HK
dc.identifier.epage3935en_HK
dc.publisher.placeUnited Kingdomen_HK
dc.identifier.scopusauthoridWanji, C=6701386210en_HK
dc.identifier.scopusauthoridCheung, YK=7202111065en_HK

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