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Article: Buckling analysis of arbitrarily shaped plates by spline finite strip method

TitleBuckling analysis of arbitrarily shaped plates by spline finite strip method
Authors
Tham, LGSzeto, HY
Issue Date1990
PublisherPergamon. The Journal's web site is located at http://www.elsevier.com/locate/compstruc
Citation
Computers And Structures, 1990, v. 36 n. 4, p. 729-735 How to Cite?
AbstractThe spline finite strip method is applied to the buckling analysis of arbitrarily shaped plates. The plate is first mapped into a rectangular domain in the natural coordinate plane by the subparametric transformation, and the mapped plate is discretised into a number of strips. The displacements of each strip are described by interpolation functions which are given as products of piecewise polynomials and B-3 spline functions. The eigenvalue matrix equation for the buckling analysis is then formulated and solved by the same procedure as that of the standard finite element method. Numerical examples are presented to demonstrate the versatility and accuracy of the method. © 1990.
Persistent Identifierhttp://hdl.handle.net/10722/149949
ISSN
0045-7949
2023 Impact Factor: 4.4
2023 SCImago Journal Rankings: 1.274
ISI Accession Number ID
WOS:A1990DX40400013

 

DC FieldValueLanguage
dc.contributor.authorTham, LGen_US
dc.contributor.authorSzeto, HYen_US
dc.date.accessioned2012-06-26T06:00:44Z-
dc.date.available2012-06-26T06:00:44Z-
dc.date.issued1990en_US
dc.identifier.citationComputers And Structures, 1990, v. 36 n. 4, p. 729-735en_US
dc.identifier.issn0045-7949en_US
dc.identifier.urihttp://hdl.handle.net/10722/149949-
dc.description.abstractThe spline finite strip method is applied to the buckling analysis of arbitrarily shaped plates. The plate is first mapped into a rectangular domain in the natural coordinate plane by the subparametric transformation, and the mapped plate is discretised into a number of strips. The displacements of each strip are described by interpolation functions which are given as products of piecewise polynomials and B-3 spline functions. The eigenvalue matrix equation for the buckling analysis is then formulated and solved by the same procedure as that of the standard finite element method. Numerical examples are presented to demonstrate the versatility and accuracy of the method. © 1990.en_US
dc.languageengen_US
dc.publisherPergamon. The Journal's web site is located at http://www.elsevier.com/locate/compstrucen_US
dc.relation.ispartofComputers and Structuresen_US
dc.titleBuckling analysis of arbitrarily shaped plates by spline finite strip methoden_US
dc.typeArticleen_US
dc.identifier.emailTham, LG:hrectlg@hkucc.hku.hken_US
dc.identifier.authorityTham, LG=rp00176en_US
dc.description.naturelink_to_subscribed_fulltexten_US
dc.identifier.scopuseid_2-s2.0-0025670986en_US
dc.identifier.volume36en_US
dc.identifier.issue4en_US
dc.identifier.spage729en_US
dc.identifier.epage735en_US
dc.identifier.isiWOS:A1990DX40400013-
dc.publisher.placeUnited Kingdomen_US
dc.identifier.scopusauthoridTham, LG=7006213628en_US
dc.identifier.scopusauthoridSzeto, HY=7005089167en_US
dc.identifier.issnl0045-7949-

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