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Article: Alternative approach to modify a discrete kirchhoff triangular element

TitleAlternative approach to modify a discrete kirchhoff triangular element
Authors
Soh, AKLing, C
Issue Date2001
PublisherAmerican Society of Civil Engineers. The Journal's web site is located at http://www.pubs.asce.org/journals/em.html
Citation
Journal Of Engineering Mechanics, 2001, v. 127 n. 8, p. 791-799 How to Cite?
DOI: http://dx.doi.org/10.1061/(ASCE)0733-9399(2001)127:8(791)
AbstractIn this paper, the existing modified discrete Kirchhoff triangular bending element is further modified, using the least-squares method, to enable the analysis of arbitrary thin plate with different material and geometric properties. In the vibration and buckling analysis, the combined mass and combined geometric stiffness matrices are employed to improve the calculations of natural frequency and buckling load. A comparison between the proposed element and some existing elements shows that the former is a high precision element for thin plate bending, vibration, and buckling analyses.
Persistent Identifierhttp://hdl.handle.net/10722/75514
ISSN
0733-9399
2021 Impact Factor: 3.125
2020 SCImago Journal Rankings: 0.903
ISI Accession Number ID
WOS:000170053100006
References
References in Scopus

 

DC FieldValueLanguage
dc.contributor.authorSoh, AKen_HK
dc.contributor.authorLing, Cen_HK
dc.date.accessioned2010-09-06T07:11:55Z-
dc.date.available2010-09-06T07:11:55Z-
dc.date.issued2001en_HK
dc.identifier.citationJournal Of Engineering Mechanics, 2001, v. 127 n. 8, p. 791-799en_HK
dc.identifier.issn0733-9399en_HK
dc.identifier.urihttp://hdl.handle.net/10722/75514-
dc.description.abstractIn this paper, the existing modified discrete Kirchhoff triangular bending element is further modified, using the least-squares method, to enable the analysis of arbitrary thin plate with different material and geometric properties. In the vibration and buckling analysis, the combined mass and combined geometric stiffness matrices are employed to improve the calculations of natural frequency and buckling load. A comparison between the proposed element and some existing elements shows that the former is a high precision element for thin plate bending, vibration, and buckling analyses.en_HK
dc.languageengen_HK
dc.publisherAmerican Society of Civil Engineers. The Journal's web site is located at http://www.pubs.asce.org/journals/em.htmlen_HK
dc.relation.ispartofJournal of Engineering Mechanicsen_HK
dc.rightsJournal of Engineering Mechanics. Copyright © American Society of Civil Engineers.en_HK
dc.titleAlternative approach to modify a discrete kirchhoff triangular elementen_HK
dc.typeArticleen_HK
dc.identifier.openurlhttp://library.hku.hk:4550/resserv?sid=HKU:IR&issn=0733-9399&volume=127&issue=8&spage=791&epage=799&date=2001&atitle=Alternative+approach+to+modify+a+discrete+Kirchhoff+triangular+elementen_HK
dc.identifier.emailSoh, AK:aksoh@hkucc.hku.hken_HK
dc.identifier.authoritySoh, AK=rp00170en_HK
dc.description.naturelink_to_subscribed_fulltext-
dc.identifier.doi10.1061/(ASCE)0733-9399(2001)127:8(791)en_HK
dc.identifier.scopuseid_2-s2.0-0035419272en_HK
dc.identifier.hkuros67142en_HK
dc.relation.referenceshttp://www.scopus.com/mlt/select.url?eid=2-s2.0-0035419272&selection=ref&src=s&origin=recordpageen_HK
dc.identifier.volume127en_HK
dc.identifier.issue8en_HK
dc.identifier.spage791en_HK
dc.identifier.epage799en_HK
dc.identifier.isiWOS:000170053100006-
dc.publisher.placeUnited Statesen_HK
dc.identifier.scopusauthoridSoh, AK=7006795203en_HK
dc.identifier.scopusauthoridLing, C=37022559500en_HK
dc.identifier.issnl0733-9399-

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