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Article: The application of a refined non-conforming quadrilateral plate bending element in thin plate vibration and stability analysis

TitleThe application of a refined non-conforming quadrilateral plate bending element in thin plate vibration and stability analysis
Authors
Cheung, YKZhang, YChen, WJ
Issue Date2000
PublisherElsevier BV. The Journal's web site is located at http://www.elsevier.com/locate/finel
Citation
Finite Elements in Analysis and Design, 2000, v. 34 n. 2, p. 175-191 How to Cite?
DOI: http://dx.doi.org/10.1016/S0168-874X(99)00037-2
AbstractIn this paper, the refined non-conforming quadrilateral thin plate element RPQ4 is used to analyze the vibration and stability problems of thin plates. For vibration analysis, a modified mass matrix is formulated to calculate the natural frequencies and in the same way, a modified geometric stiffness matrix is formed to calculate the critical load in the stability analysis of thin plates. The numerical results have demonstrated that the modified mass matrix and modified geometric stiffness matrix are efficient in improving the accuracy of natural frequency in the free vibration analysis and critical load of buckling in the analysis of stability of thin plates.
Persistent Identifierhttp://hdl.handle.net/10722/150145
ISSN
0168-874X
2021 Impact Factor: 2.618
2020 SCImago Journal Rankings: 0.960
ISI Accession Number ID
WOS:000085089900004
References
References in Scopus

 

DC FieldValueLanguage
dc.contributor.authorCheung, YKen_US
dc.contributor.authorZhang, Yen_US
dc.contributor.authorChen, WJen_US
dc.date.accessioned2012-06-26T06:01:49Z-
dc.date.available2012-06-26T06:01:49Z-
dc.date.issued2000en_US
dc.identifier.citationFinite Elements in Analysis and Design, 2000, v. 34 n. 2, p. 175-191en_US
dc.identifier.issn0168-874Xen_US
dc.identifier.urihttp://hdl.handle.net/10722/150145-
dc.description.abstractIn this paper, the refined non-conforming quadrilateral thin plate element RPQ4 is used to analyze the vibration and stability problems of thin plates. For vibration analysis, a modified mass matrix is formulated to calculate the natural frequencies and in the same way, a modified geometric stiffness matrix is formed to calculate the critical load in the stability analysis of thin plates. The numerical results have demonstrated that the modified mass matrix and modified geometric stiffness matrix are efficient in improving the accuracy of natural frequency in the free vibration analysis and critical load of buckling in the analysis of stability of thin plates.en_US
dc.languageengen_US
dc.publisherElsevier BV. The Journal's web site is located at http://www.elsevier.com/locate/finelen_US
dc.relation.ispartofFinite elements in analysis and designen_US
dc.rightsFinite Elements in Analysis and Design. Copyright © Elsevier BV.-
dc.titleThe application of a refined non-conforming quadrilateral plate bending element in thin plate vibration and stability analysisen_US
dc.typeArticleen_US
dc.identifier.emailCheung, YK: hreccyk@hkucc.hku.hken_US
dc.identifier.authorityCheung, YK=rp00104en_US
dc.description.naturelink_to_subscribed_fulltexten_US
dc.identifier.doi10.1016/S0168-874X(99)00037-2en_US
dc.identifier.scopuseid_2-s2.0-0033749327en_US
dc.identifier.hkuros52761-
dc.relation.referenceshttp://www.scopus.com/mlt/select.url?eid=2-s2.0-0033749327&selection=ref&src=s&origin=recordpageen_US
dc.identifier.volume34en_US
dc.identifier.issue2en_US
dc.identifier.spage175en_US
dc.identifier.epage191en_US
dc.identifier.isiWOS:000085089900004-
dc.publisher.placeNetherlandsen_US
dc.identifier.scopusauthoridCheung, YK=7202111065en_US
dc.identifier.scopusauthoridZhang, YX=8715355000en_US
dc.identifier.scopusauthoridWanji, C=6701386210en_US
dc.identifier.issnl0168-874X-

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