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Recent research on cold-formed steel beams and columns subjected to elevated temperature: A review

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dc.contributor.author Javed, Muhammad Faisal
dc.contributor.author Hafizah, Nor
dc.contributor.author Memon, Shazim Ali
dc.contributor.author Jameel, Mohammad
dc.contributor.author Aslam, Muhammad
dc.creator Muhammad Faisal, Javed
dc.date.accessioned 2017-12-21T05:31:23Z
dc.date.available 2017-12-21T05:31:23Z
dc.date.issued 2017-07-30
dc.identifier DOI:10.1016/j.conbuildmat.2017.03.226
dc.identifier.citation Muhammad Faisal Javed, Nor Hafizah, Shazim Ali Memon, Mohammad Jameel, Muhammad Aslam, Recent research on cold-formed steel beams and columns subjected to elevated temperature: A review, In Construction and Building Materials, Volume 144, 2017, Pages 686-701 en_US
dc.identifier.issn 09500618
dc.identifier.uri https://www.sciencedirect.com/science/article/pii/S0950061817306219
dc.identifier.uri http://nur.nu.edu.kz/handle/123456789/2993
dc.description.abstract Abstract CFS members are more vulnerable to fire due to high section factor (fire-exposed area to the heated volume). Hence, an extensive review of experimental and numerical studies performed on CFS beams and columns at elevated temperatures is presented. Various types of buckling under different loading conditions and influence of different factors affecting the ultimate capacity and critical temperature of members are discussed. A comparison between different test methods and fire curves used around the world is presented. The research gaps as well as recommendations are also proposed. Conclusively, this review will provide basic data for the development of design codes. en_US
dc.language.iso en en_US
dc.publisher Construction and Building Materials en_US
dc.relation.ispartof Construction and Building Materials
dc.subject Cold-formed steel en_US
dc.subject Elevated temperature en_US
dc.subject Beams en_US
dc.subject Columns en_US
dc.subject Buckling en_US
dc.subject Fire curves en_US
dc.title Recent research on cold-formed steel beams and columns subjected to elevated temperature: A review en_US
dc.type Article en_US
dc.rights.license © 2017 Elsevier Ltd. All rights reserved.
elsevier.identifier.doi 10.1016/j.conbuildmat.2017.03.226
elsevier.identifier.eid 1-s2.0-S0950061817306219
elsevier.identifier.pii S0950-0618(17)30621-9
elsevier.identifier.scopusid 85017159958
elsevier.volume 144
elsevier.coverdate 2017-07-30
elsevier.coverdisplaydate 30 July 2017
elsevier.startingpage 686
elsevier.endingpage 701
elsevier.openaccess 0
elsevier.openaccessarticle false
elsevier.openarchivearticle false
elsevier.teaser CFS members are more vulnerable to fire due to high section factor (fire-exposed area to the heated volume). Hence, an extensive review of experimental and numerical studies performed on CFS beams and...
elsevier.aggregationtype Journal
workflow.import.source science


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