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Article: Finite element analysis and design of fixed-ended plain channel columns

TitleFinite element analysis and design of fixed-ended plain channel columns
Authors
KeywordsColumns
Finite Element Analysis
Sensitivity Analysis
Steel Structures
Structural Design
Issue Date2002
PublisherElsevier BV. The Journal's web site is located at http://www.elsevier.com/locate/finel
Citation
Finite Elements In Analysis And Design, 2002, v. 38 n. 6, p. 549-566 How to Cite?
AbstractA finite element analysis and design of fixed-ended cold-formed plain channel columns is presented in this paper. A non-linear finite element model is developed and verified against experimental results. Geometric and material non-linearities were included in the finite element model. A sensitivity analysis on geometric imperfections of the plain channel columns was performed. It was shown that the finite element model closely predicted the ultimate loads and failure modes of the tested columns. Hence, the model was used for an extensive parametric study of cross-section geometries. The column strengths predicted by the finite element analysis are compared with the design column strengths calculated using the Australian/New Zealand, American and European specifications for cold-formed steel structures. It is shown that the design strengths calculated from the three specifications are generally conservative for fixed-ended plain channel columns. © 2002 Elsevier Science B.V. All rights reserved.
Persistent Identifierhttp://hdl.handle.net/10722/150209
ISSN
2015 Impact Factor: 2.175
2015 SCImago Journal Rankings: 1.278
ISI Accession Number ID
References

 

DC FieldValueLanguage
dc.contributor.authorYoung, Ben_US
dc.contributor.authorYan, Jen_US
dc.date.accessioned2012-06-26T06:02:24Z-
dc.date.available2012-06-26T06:02:24Z-
dc.date.issued2002en_US
dc.identifier.citationFinite Elements In Analysis And Design, 2002, v. 38 n. 6, p. 549-566en_US
dc.identifier.issn0168-874Xen_US
dc.identifier.urihttp://hdl.handle.net/10722/150209-
dc.description.abstractA finite element analysis and design of fixed-ended cold-formed plain channel columns is presented in this paper. A non-linear finite element model is developed and verified against experimental results. Geometric and material non-linearities were included in the finite element model. A sensitivity analysis on geometric imperfections of the plain channel columns was performed. It was shown that the finite element model closely predicted the ultimate loads and failure modes of the tested columns. Hence, the model was used for an extensive parametric study of cross-section geometries. The column strengths predicted by the finite element analysis are compared with the design column strengths calculated using the Australian/New Zealand, American and European specifications for cold-formed steel structures. It is shown that the design strengths calculated from the three specifications are generally conservative for fixed-ended plain channel columns. © 2002 Elsevier Science B.V. All rights reserved.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.subjectColumnsen_US
dc.subjectFinite Element Analysisen_US
dc.subjectSensitivity Analysisen_US
dc.subjectSteel Structuresen_US
dc.subjectStructural Designen_US
dc.titleFinite element analysis and design of fixed-ended plain channel columnsen_US
dc.typeArticleen_US
dc.identifier.emailYoung, B:young@hku.hken_US
dc.identifier.authorityYoung, B=rp00208en_US
dc.description.naturelink_to_subscribed_fulltexten_US
dc.identifier.doi10.1016/S0168-874X(01)00085-3en_US
dc.identifier.scopuseid_2-s2.0-0036532663en_US
dc.relation.referenceshttp://www.scopus.com/mlt/select.url?eid=2-s2.0-0036532663&selection=ref&src=s&origin=recordpageen_US
dc.identifier.volume38en_US
dc.identifier.issue6en_US
dc.identifier.spage549en_US
dc.identifier.epage566en_US
dc.identifier.isiWOS:000174476100005-
dc.publisher.placeNetherlandsen_US
dc.identifier.scopusauthoridYoung, B=7402192398en_US
dc.identifier.scopusauthoridYan, J=7403728412en_US

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