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Article: A quadratic assumed natural strain triangular element for plate bending analysis

TitleA quadratic assumed natural strain triangular element for plate bending analysis
Authors
Sze, KYZhu, D
KeywordsAssumed Natural Strain
Finite Element
Plate Bending
Six-Node
Triangular
Issue Date1998
PublisherJohn Wiley & Sons Ltd. The Journal's web site is located at http://www.interscience.wiley.com/jpages/1069-8299/
Citation
Communications In Numerical Methods In Engineering, 1998, v. 14 n. 11, p. 1013-1025 How to Cite?
DOI: http://dx.doi.org/10.1002/(SICI)1099-0887(199811)14:11<1013::AID-CNM204>3.0.CO;2-V
AbstractIn this paper, a six-node triangular C 0 plate bending element is developed by the assumed natural strain method. In the element, all the sampled natural transverse shear strains are chosen such that the latter has a favourable constraint index and the strains are optimized with respect to a linear pure moment field. The element passes the patch tests, yields satisfactory accuracy and shows no sign of shear locking in all the problems considered. © 1998 John Wiley & Sons, Ltd.
Persistent Identifierhttp://hdl.handle.net/10722/156487
ISSN
1069-8299
2011 Impact Factor: 1.754
ISI Accession Number ID
WOS:000077084400002
References
References in Scopus

 

DC FieldValueLanguage
dc.contributor.authorSze, KYen_US
dc.contributor.authorZhu, Den_US
dc.date.accessioned2012-08-08T08:42:38Z-
dc.date.available2012-08-08T08:42:38Z-
dc.date.issued1998en_US
dc.identifier.citationCommunications In Numerical Methods In Engineering, 1998, v. 14 n. 11, p. 1013-1025en_US
dc.identifier.issn1069-8299en_US
dc.identifier.urihttp://hdl.handle.net/10722/156487-
dc.description.abstractIn this paper, a six-node triangular C 0 plate bending element is developed by the assumed natural strain method. In the element, all the sampled natural transverse shear strains are chosen such that the latter has a favourable constraint index and the strains are optimized with respect to a linear pure moment field. The element passes the patch tests, yields satisfactory accuracy and shows no sign of shear locking in all the problems considered. © 1998 John Wiley & Sons, Ltd.en_US
dc.languageengen_US
dc.publisherJohn Wiley & Sons Ltd. The Journal's web site is located at http://www.interscience.wiley.com/jpages/1069-8299/en_US
dc.relation.ispartofCommunications in Numerical Methods in Engineeringen_US
dc.subjectAssumed Natural Strainen_US
dc.subjectFinite Elementen_US
dc.subjectPlate Bendingen_US
dc.subjectSix-Nodeen_US
dc.subjectTriangularen_US
dc.titleA quadratic assumed natural strain triangular element for plate bending analysisen_US
dc.typeArticleen_US
dc.identifier.emailSze, KY:szeky@graduate.hku.hken_US
dc.identifier.authoritySze, KY=rp00171en_US
dc.description.naturelink_to_subscribed_fulltexten_US
dc.identifier.doi10.1002/(SICI)1099-0887(199811)14:11<1013::AID-CNM204>3.0.CO;2-V-
dc.identifier.scopuseid_2-s2.0-0032207011en_US
dc.identifier.hkuros41153-
dc.relation.referenceshttp://www.scopus.com/mlt/select.url?eid=2-s2.0-0032207011&selection=ref&src=s&origin=recordpageen_US
dc.identifier.volume14en_US
dc.identifier.issue11en_US
dc.identifier.spage1013en_US
dc.identifier.epage1025en_US
dc.identifier.isiWOS:000077084400002-
dc.publisher.placeUnited Kingdomen_US
dc.identifier.scopusauthoridSze, KY=7006735060en_US
dc.identifier.scopusauthoridZhu, D=36858030200en_US
dc.identifier.issnl1069-8299-

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