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Article: A hybrid stress quadrilateral shell element with full rotational D.O.F.S

TitleA hybrid stress quadrilateral shell element with full rotational D.O.F.S
Authors
KeywordsDrilling Rotation
Finite Element
Hybrid Stress
Shell
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. 10, p. 1785-1800 How to Cite?
AbstractA 4-node hybrid stress quadrilateral shell element with 3 rotational d.o.f.s per node is presented. The mid-surface displacement of the element is founded on Allman's rotation. The equal-rotation mode intrinsic to the rotation is suppressed by a stabilization vector. The assumed stress field and the stabilization scalar is chosen such that membrane locking can be avoided. Computational efficiency of the element is improved by employing orthogonal stress modes and admissible matrix formulation. Popular benchmark tests are attempted and the results are found to be satisfactory. © 1997 by John Wiley & Sons, Ltd.
Persistent Identifierhttp://hdl.handle.net/10722/156458
ISSN
2015 Impact Factor: 2.1
2015 SCImago Journal Rankings: 2.007
References

 

DC FieldValueLanguage
dc.contributor.authorSze, KYen_US
dc.contributor.authorSim, YSen_US
dc.contributor.authorSoh, AKen_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. 10, p. 1785-1800en_US
dc.identifier.issn0029-5981en_US
dc.identifier.urihttp://hdl.handle.net/10722/156458-
dc.description.abstractA 4-node hybrid stress quadrilateral shell element with 3 rotational d.o.f.s per node is presented. The mid-surface displacement of the element is founded on Allman's rotation. The equal-rotation mode intrinsic to the rotation is suppressed by a stabilization vector. The assumed stress field and the stabilization scalar is chosen such that membrane locking can be avoided. Computational efficiency of the element is improved by employing orthogonal stress modes and admissible matrix formulation. Popular benchmark tests are attempted and the results are found to be satisfactory. © 1997 by John Wiley & Sons, Ltd.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.subjectDrilling Rotationen_US
dc.subjectFinite Elementen_US
dc.subjectHybrid Stressen_US
dc.subjectShellen_US
dc.titleA hybrid stress quadrilateral shell element with full rotational D.O.F.Sen_US
dc.typeArticleen_US
dc.identifier.emailSze, KY:szeky@graduate.hku.hken_US
dc.identifier.emailSoh, AK:aksoh@hkucc.hku.hken_US
dc.identifier.authoritySze, KY=rp00171en_US
dc.identifier.authoritySoh, AK=rp00170en_US
dc.description.naturelink_to_subscribed_fulltexten_US
dc.identifier.doi10.1002/(SICI)1097-0207(19970530)40:10<1785::AID-NME137>3.0.CO;2-H-
dc.identifier.scopuseid_2-s2.0-0031141702en_US
dc.identifier.hkuros23165-
dc.relation.referenceshttp://www.scopus.com/mlt/select.url?eid=2-s2.0-0031141702&selection=ref&src=s&origin=recordpageen_US
dc.identifier.volume40en_US
dc.identifier.issue10en_US
dc.identifier.spage1785en_US
dc.identifier.epage1800en_US
dc.publisher.placeUnited Kingdomen_US
dc.identifier.scopusauthoridSze, KY=7006735060en_US
dc.identifier.scopusauthoridSim, YS=7003878826en_US
dc.identifier.scopusauthoridSoh, AK=7006795203en_US

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