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Experimental study of axially compressed cold formed steel channel columns

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dc.citedby5
dc.contributor.authorKalavagunta S.en_US
dc.contributor.authorNaganathan S.en_US
dc.contributor.authorMustapha K.N.B.en_US
dc.contributor.authorid55695387900en_US
dc.contributor.authorid30267872100en_US
dc.contributor.authorid26032672000en_US
dc.date.accessioned2023-12-29T07:44:25Z
dc.date.available2023-12-29T07:44:25Z
dc.date.issued2013
dc.description.abstractAnalysis and design of axially compressed cold formed steel channel section presented in this paper was conducted through experimental study, design based on British standards and North American Specification for the design of cold-formed steel structural members. More than 18 laboratory experiments were undertaken first on these steel channel columns under axial compression. A series of parametric studies were also carried out by varying the thickness and column length. All of these columns failed by local and distortional buckling. The test results were compared with American (AISI-2007) and British Standards (BS5950-Part5) for the design of cold-formed steel structural members. The details of these investigation and the outcomes are presented in this paper.en_US
dc.description.natureFinalen_US
dc.identifier.epage4254
dc.identifier.issue4
dc.identifier.scopus2-s2.0-84877648434
dc.identifier.spage4249
dc.identifier.urihttps://www.scopus.com/inward/record.uri?eid=2-s2.0-84877648434&partnerID=40&md5=4585cff7131542edce0809c91a81a6dc
dc.identifier.urihttps://irepository.uniten.edu.my/handle/123456789/30088
dc.identifier.volume6
dc.pagecount5
dc.sourceScopus
dc.sourcetitleIndian Journal of Science and Technology
dc.subjectAxially compressed members
dc.subjectBS5950
dc.subjectCold formed channel sections
dc.subjectDirect strength method
dc.subjectEffective width method
dc.titleExperimental study of axially compressed cold formed steel channel columnsen_US
dc.typeArticleen_US
dspace.entity.typePublication
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