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Article: Refined triangular discrete kirchhoff plate element for thin plate bending, vibration and buckling analysis

TitleRefined triangular discrete kirchhoff plate element for thin plate bending, vibration and buckling analysis
Authors
KeywordsC1-continuity requirement
Critical load of buckling
Natural frequency of vibration
Refined triangular discrete Kirchhoff plate element
Issue Date1998
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, 1998, v. 41 n. 8, p. 1507-1525 How to Cite?
AbstractA refined triangular discrete Kirchhoff thin plate bending element RDKT which can be used to improve the original triangular discrete Kirchhoff thin plate bending element DKT is presented. In order to improve the accuracy of the analysis a simple explicit expression of a refined constant strain matrix with an adjustable constant can be introduced into its formulation. The new element displacement function can be used to formulate a mass matrix called combined mass matrix for calculation of the natural frequency and in the same way a combined geometric stiffness matrix can be obtained for buckling analysis. Numerical examples are presented to show that the present methods indeed, can improve the accuracy of thin plate bending, vibration and buckling analysis. ©1998 John Wiley & Sons, Ltd.
Persistent Identifierhttp://hdl.handle.net/10722/70775
ISSN
2023 Impact Factor: 2.7
2023 SCImago Journal Rankings: 1.019
References

 

DC FieldValueLanguage
dc.contributor.authorWanji, Cen_HK
dc.contributor.authorCheung, YKen_HK
dc.date.accessioned2010-09-06T06:26:01Z-
dc.date.available2010-09-06T06:26:01Z-
dc.date.issued1998en_HK
dc.identifier.citationInternational Journal For Numerical Methods In Engineering, 1998, v. 41 n. 8, p. 1507-1525en_HK
dc.identifier.issn0029-5981en_HK
dc.identifier.urihttp://hdl.handle.net/10722/70775-
dc.description.abstractA refined triangular discrete Kirchhoff thin plate bending element RDKT which can be used to improve the original triangular discrete Kirchhoff thin plate bending element DKT is presented. In order to improve the accuracy of the analysis a simple explicit expression of a refined constant strain matrix with an adjustable constant can be introduced into its formulation. The new element displacement function can be used to formulate a mass matrix called combined mass matrix for calculation of the natural frequency and in the same way a combined geometric stiffness matrix can be obtained for buckling analysis. Numerical examples are presented to show that the present methods indeed, can improve the accuracy of thin plate bending, vibration and buckling analysis. ©1998 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.subjectCritical load of bucklingen_HK
dc.subjectNatural frequency of vibrationen_HK
dc.subjectRefined triangular discrete Kirchhoff plate elementen_HK
dc.titleRefined triangular discrete kirchhoff plate element for thin plate bending, vibration and buckling analysisen_HK
dc.typeArticleen_HK
dc.identifier.openurlhttp://library.hku.hk:4550/resserv?sid=HKU:IR&issn=0029-5981&volume=41&spage=1507 &epage= 1525&date=1997&atitle=Refined+triangular+discrete+Kirchhoff+plate+element+for+thin+plate+bending,+vibration+and+buckling+analysisen_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-s2.0-0032050817en_HK
dc.identifier.hkuros31188en_HK
dc.relation.referenceshttp://www.scopus.com/mlt/select.url?eid=2-s2.0-0032050817&selection=ref&src=s&origin=recordpageen_HK
dc.identifier.volume41en_HK
dc.identifier.issue8en_HK
dc.identifier.spage1507en_HK
dc.identifier.epage1525en_HK
dc.publisher.placeUnited Kingdomen_HK
dc.identifier.scopusauthoridWanji, C=6701386210en_HK
dc.identifier.scopusauthoridCheung, YK=7202111065en_HK
dc.identifier.issnl0029-5981-

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