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Article: Effect of Web Holes on Web Crippling Strength of Cold-formed Steel Channel Sections under End-One-Flange Loading Condition – Part II: Parametric Study and Proposed Design Equations

TitleEffect of Web Holes on Web Crippling Strength of Cold-formed Steel Channel Sections under End-One-Flange Loading Condition – Part II: Parametric Study and Proposed Design Equations
Authors
Lian, YUzzaman, ALim, JBPAbdelal, GNash, DYoung, B
KeywordsChannel section
Cold-formed steel
Design recommendations
Finite element analysis
Reduction factor
Web crippling
Web hole
Issue Date2016
PublisherPergamon. The Journal's web site is located at http://www.elsevier.com/locate/tws
Citation
Thin-Walled Structures, 2016, v. 107, p. 489-501 How to Cite?
DOI: http://dx.doi.org/10.1016/j.tws.2016.10.018
Persistent Identifierhttp://hdl.handle.net/10722/249970
ISSN
0263-8231
2023 Impact Factor: 5.7
2023 SCImago Journal Rankings: 1.527
ISI Accession Number ID
WOS:000396955000009

 

DC FieldValueLanguage
dc.contributor.authorLian, Y-
dc.contributor.authorUzzaman, A-
dc.contributor.authorLim, JBP-
dc.contributor.authorAbdelal, G-
dc.contributor.authorNash, D-
dc.contributor.authorYoung, B-
dc.date.accessioned2017-12-20T09:18:48Z-
dc.date.available2017-12-20T09:18:48Z-
dc.date.issued2016-
dc.identifier.citationThin-Walled Structures, 2016, v. 107, p. 489-501-
dc.identifier.issn0263-8231-
dc.identifier.urihttp://hdl.handle.net/10722/249970-
dc.languageeng-
dc.publisherPergamon. The Journal's web site is located at http://www.elsevier.com/locate/tws-
dc.relation.ispartofThin-Walled Structures-
dc.rightsPosting accepted manuscript (postprint): © <year>. This manuscript version is made available under the CC-BY-NC-ND 4.0 license http://creativecommons.org/licenses/by-nc-nd/4.0/-
dc.subjectChannel section-
dc.subjectCold-formed steel-
dc.subjectDesign recommendations-
dc.subjectFinite element analysis-
dc.subjectReduction factor-
dc.subjectWeb crippling-
dc.subjectWeb hole-
dc.titleEffect of Web Holes on Web Crippling Strength of Cold-formed Steel Channel Sections under End-One-Flange Loading Condition – Part II: Parametric Study and Proposed Design Equations-
dc.typeArticle-
dc.identifier.emailYoung, B: young@hku.hk-
dc.identifier.authorityYoung, B=rp00208-
dc.identifier.doi10.1016/j.tws.2016.10.018-
dc.identifier.scopuseid_2-s2.0-85011321079-
dc.identifier.hkuros283586-
dc.identifier.volume107-
dc.identifier.spage489-
dc.identifier.epage501-
dc.identifier.isiWOS:000396955000009-
dc.publisher.placeUnited Kingdom-
dc.identifier.issnl0263-8231-

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