File Download

There are no files associated with this item.

  Links for fulltext
     (May Require Subscription)
Supplementary

Article: Bifurcation analysis of thin-walled plain channel compression members

TitleBifurcation analysis of thin-walled plain channel compression members
Authors
KeywordsBifurcation Analysis
Finite Strip Buckling Analysis
Local Buckling
Steel Structures
Tangent Rigidities
Thin-Walled Structures
Issue Date2004
PublisherElsevier BV. The Journal's web site is located at http://www.elsevier.com/locate/finel
Citation
Finite Elements In Analysis And Design, 2004, v. 41 n. 2, p. 211-225 How to Cite?
AbstractThis paper presents a bifurcation analysis of thin-walled members subjected to uniform compression. The analysis uses an elastic non-linear finite strip buckling method to determine the flexural and torsional tangent rigidities of a section undergoing local buckling. The overall flexural and flexural-torsional bifurcation loads are calculated using these tangent rigidities. The bifurcation analysis is applied to thin-walled plain channel columns having different cross-sectional dimensions. The boundary conditions of the columns are fixed at each end, where both minor and major axis rotations, as well as twist rotations and warping, are restrained. Bifurcation curves of the plain channel columns are presented in the paper. The failure modes of the columns include local buckling, overall flexural buckling and overall flexural-torsional buckling. It is found that for some of the channel sections undergoing local buckling, the columns failed in flexural buckling, even though the critical buckling mode is flexural-torsional according to the classical theory of thin-walled members for undistorted cross-sections. The elastic local buckling loads are also determined using a rational buckling analysis. © 2004 Elsevier B.V. All rights reserved.
Persistent Identifierhttp://hdl.handle.net/10722/150470
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.date.accessioned2012-06-26T06:04:59Z-
dc.date.available2012-06-26T06:04:59Z-
dc.date.issued2004en_US
dc.identifier.citationFinite Elements In Analysis And Design, 2004, v. 41 n. 2, p. 211-225en_US
dc.identifier.issn0168-874Xen_US
dc.identifier.urihttp://hdl.handle.net/10722/150470-
dc.description.abstractThis paper presents a bifurcation analysis of thin-walled members subjected to uniform compression. The analysis uses an elastic non-linear finite strip buckling method to determine the flexural and torsional tangent rigidities of a section undergoing local buckling. The overall flexural and flexural-torsional bifurcation loads are calculated using these tangent rigidities. The bifurcation analysis is applied to thin-walled plain channel columns having different cross-sectional dimensions. The boundary conditions of the columns are fixed at each end, where both minor and major axis rotations, as well as twist rotations and warping, are restrained. Bifurcation curves of the plain channel columns are presented in the paper. The failure modes of the columns include local buckling, overall flexural buckling and overall flexural-torsional buckling. It is found that for some of the channel sections undergoing local buckling, the columns failed in flexural buckling, even though the critical buckling mode is flexural-torsional according to the classical theory of thin-walled members for undistorted cross-sections. The elastic local buckling loads are also determined using a rational buckling analysis. © 2004 Elsevier 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.subjectBifurcation Analysisen_US
dc.subjectFinite Strip Buckling Analysisen_US
dc.subjectLocal Bucklingen_US
dc.subjectSteel Structuresen_US
dc.subjectTangent Rigiditiesen_US
dc.subjectThin-Walled Structuresen_US
dc.titleBifurcation analysis of thin-walled plain channel compression membersen_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/j.finel.2004.04.004en_US
dc.identifier.scopuseid_2-s2.0-5144224350en_US
dc.relation.referenceshttp://www.scopus.com/mlt/select.url?eid=2-s2.0-5144224350&selection=ref&src=s&origin=recordpageen_US
dc.identifier.volume41en_US
dc.identifier.issue2en_US
dc.identifier.spage211en_US
dc.identifier.epage225en_US
dc.identifier.isiWOS:000224513800006-
dc.publisher.placeNetherlandsen_US
dc.identifier.scopusauthoridYoung, B=7402192398en_US

Export via OAI-PMH Interface in XML Formats


OR


Export to Other Non-XML Formats