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Article: An improved discrete Kirchhoff triangular element for bending, vibration and buckling analyses

TitleAn improved discrete Kirchhoff triangular element for bending, vibration and buckling analyses
Authors
Issue Date2000
PublisherElsevier France, Editions Scientifiques et Medicales. The Journal's web site is located at http://www.elsevier.com/locate/ejmsol
Citation
European Journal Of Mechanics, A - Solids, 2000, v. 19 n. 5, p. 891-910 How to Cite?
AbstractIn this paper, an improved triangular discrete Kirchhoff thin plate element IMDKT is introduced for bending, vibration and buckling analysis. In the case of bending analysis, new boundary displacements, coupled with a correction factor are introduced in the proposed element for improving the accuracy. As for vibration and buckling analyses, the combined mass and combined geometric stiffness matrices are employed to improve the calculations of natural frequency and buckling load, respectively. Several numerical examples have been used to illustrate the versatility and potential accuracy of the present methods. A comparison between the proposed and some existing elements shows that the former is superior to the latter for thin plate bending, vibration and buckling analyses.
Persistent Identifierhttp://hdl.handle.net/10722/156555
ISSN
2015 Impact Factor: 2.453
2015 SCImago Journal Rankings: 1.536
ISI Accession Number ID
References

 

DC FieldValueLanguage
dc.contributor.authorSoh, AKen_US
dc.contributor.authorLing, Cen_US
dc.date.accessioned2012-08-08T08:42:56Z-
dc.date.available2012-08-08T08:42:56Z-
dc.date.issued2000en_US
dc.identifier.citationEuropean Journal Of Mechanics, A - Solids, 2000, v. 19 n. 5, p. 891-910en_US
dc.identifier.issn0997-7538en_US
dc.identifier.urihttp://hdl.handle.net/10722/156555-
dc.description.abstractIn this paper, an improved triangular discrete Kirchhoff thin plate element IMDKT is introduced for bending, vibration and buckling analysis. In the case of bending analysis, new boundary displacements, coupled with a correction factor are introduced in the proposed element for improving the accuracy. As for vibration and buckling analyses, the combined mass and combined geometric stiffness matrices are employed to improve the calculations of natural frequency and buckling load, respectively. Several numerical examples have been used to illustrate the versatility and potential accuracy of the present methods. A comparison between the proposed and some existing elements shows that the former is superior to the latter for thin plate bending, vibration and buckling analyses.en_US
dc.languageengen_US
dc.publisherElsevier France, Editions Scientifiques et Medicales. The Journal's web site is located at http://www.elsevier.com/locate/ejmsolen_US
dc.relation.ispartofEuropean Journal of Mechanics, A/Solidsen_US
dc.rightsEuropean Journal of Mechanics A - Solids. Copyright © Elsevier France, Editions Scientifiques et Medicales.-
dc.titleAn improved discrete Kirchhoff triangular element for bending, vibration and buckling analysesen_US
dc.typeArticleen_US
dc.identifier.emailSoh, AK: aksoh@hkucc.hku.hken_US
dc.identifier.authoritySoh, AK=rp00170en_US
dc.description.naturelink_to_subscribed_fulltexten_US
dc.identifier.doi10.1016/S0997-7538(00)00185-6en_US
dc.identifier.scopuseid_2-s2.0-0034275108en_US
dc.identifier.hkuros59181-
dc.relation.referenceshttp://www.scopus.com/mlt/select.url?eid=2-s2.0-0034275108&selection=ref&src=s&origin=recordpageen_US
dc.identifier.volume19en_US
dc.identifier.issue5en_US
dc.identifier.spage891en_US
dc.identifier.epage910en_US
dc.identifier.isiWOS:000089849200009-
dc.publisher.placeFranceen_US
dc.identifier.scopusauthoridSoh, AS=7006795203en_US
dc.identifier.scopusauthoridLing, C=37022559500en_US

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