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Article: Quadratic triangular C0 plate bending element

TitleQuadratic triangular C0 plate bending element
Other TitlesQuadratic triangular C degree plate bending element
Authors
Sze, KYZhu, DChen, DP
KeywordsAssumed Strain Formulation
Finite Element
Mindlin/Reissner
Plate Bending
Triangular
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. 5, p. 937-951 How to Cite?
AbstractIn this paper, a six-node triangular C 0 plate bending element is developed by the assumed strain formulation. The sampled transverse shear strains in the element are chosen such that the latter has a favourable constraint index of shear locking and the strains are optimized with respect to a linear pure bending displacement/rotation field. It happens that the optimal strains are the mean strains along the element edges and medians. Numerical examples reveal that the element is free from shear locking and passes all the patch tests for plate bending elements. Moreover, the element accuracy is close to that of a state-of-the-art seven-node assumed strain element.
Persistent Identifierhttp://hdl.handle.net/10722/156455
ISSN
0029-5981
2023 Impact Factor: 2.7
2023 SCImago Journal Rankings: 1.019
References
References in Scopus

 

DC FieldValueLanguage
dc.contributor.authorSze, KYen_US
dc.contributor.authorZhu, Den_US
dc.contributor.authorChen, DPen_US
dc.date.accessioned2012-08-08T08:42:30Z-
dc.date.available2012-08-08T08:42:30Z-
dc.date.issued1997en_US
dc.identifier.citationInternational Journal for Numerical Methods in Engineering, 1997, v. 40 n. 5, p. 937-951en_US
dc.identifier.issn0029-5981en_US
dc.identifier.urihttp://hdl.handle.net/10722/156455-
dc.description.abstractIn this paper, a six-node triangular C 0 plate bending element is developed by the assumed strain formulation. The sampled transverse shear strains in the element are chosen such that the latter has a favourable constraint index of shear locking and the strains are optimized with respect to a linear pure bending displacement/rotation field. It happens that the optimal strains are the mean strains along the element edges and medians. Numerical examples reveal that the element is free from shear locking and passes all the patch tests for plate bending elements. Moreover, the element accuracy is close to that of a state-of-the-art seven-node assumed strain element.en_US
dc.languageengen_US
dc.publisherJohn Wiley & Sons Ltd. The Journal's web site is located at http://www3.interscience.wiley.com/cgi-bin/jhome/1430en_US
dc.relation.ispartofInternational Journal for Numerical Methods in Engineeringen_US
dc.rightsInternational Journal for Numerical Methods in Engineering. Copyright © John Wiley & Sons Ltd.-
dc.subjectAssumed Strain Formulationen_US
dc.subjectFinite Elementen_US
dc.subjectMindlin/Reissneren_US
dc.subjectPlate Bendingen_US
dc.subjectTriangularen_US
dc.titleQuadratic triangular C0 plate bending elementen_US
dc.title.alternativeQuadratic triangular C degree plate bending element-
dc.typeArticleen_US
dc.identifier.emailSze, KY: kysze@hku.hken_US
dc.identifier.authoritySze, KY=rp00171en_US
dc.description.naturelink_to_subscribed_fulltexten_US
dc.identifier.scopuseid_2-s2.0-0031104293en_US
dc.identifier.hkuros23167-
dc.relation.referenceshttp://www.scopus.com/mlt/select.url?eid=2-s2.0-0031104293&selection=ref&src=s&origin=recordpageen_US
dc.identifier.volume40en_US
dc.identifier.issue5en_US
dc.identifier.spage937en_US
dc.identifier.epage951en_US
dc.publisher.placeUnited Kingdomen_US
dc.identifier.scopusauthoridSze, KY=7006735060en_US
dc.identifier.scopusauthoridZhu, D=36858030200en_US
dc.identifier.scopusauthoridChen, DP=8911871700en_US
dc.identifier.issnl0029-5981-

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