Publication:
Behaviour of Cold Formed Steel Built-Up Channel Columns Strengthened Using CFRP

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dc.citedby5
dc.contributor.authorNaganathan S.en_US
dc.contributor.authorChakravarthy H.G.N.en_US
dc.contributor.authorAnuar N.A.en_US
dc.contributor.authorKalavagunta S.en_US
dc.contributor.authorMustapha K.N.B.en_US
dc.contributor.authorid30267872100en_US
dc.contributor.authorid57194602818en_US
dc.contributor.authorid57201980073en_US
dc.contributor.authorid55695387900en_US
dc.contributor.authorid26032672000en_US
dc.date.accessioned2023-05-29T08:10:34Z
dc.date.available2023-05-29T08:10:34Z
dc.date.issued2020
dc.descriptionCarbon fiber reinforced plastics; Carbon fibers; Failure modes; Steel beams and girders; Studs (structural members); Buckling strength; Carbon fibre reinforced polymer; Channel columns; Cold-formed steel; Coupon tests; Lateral displacements; Test specimens; Ultimate loads; Steel fibersen_US
dc.description.abstractThis paper presents experimental findings of carbon fibre reinforced polymer (CFRP) strengthened cold-formed steel built-up channels subjected to axial load. In order to sensitively detect the buckling strengths and failure modes, twenty-four built-up columns were tested in which twelve columns were unadorned and another twelve columns were strengthened using CFRP sheets. The columns were tested for ultimate load, lateral displacement and failure modes. Tension coupon tests were conducted to determine the material properties of test specimens. The experimental results were compared with the design load calculated according to AISI S100-16 specification and are found to be in good agreement. It is established that the use of CFRP for strengthening increases the ultimate load and delays the buckling. � 2019, Korean Society of Steel Construction.en_US
dc.description.natureFinalen_US
dc.identifier.doi10.1007/s13296-019-00293-5
dc.identifier.epage424
dc.identifier.issue2
dc.identifier.scopus2-s2.0-85074950911
dc.identifier.spage415
dc.identifier.urihttps://www.scopus.com/inward/record.uri?eid=2-s2.0-85074950911&doi=10.1007%2fs13296-019-00293-5&partnerID=40&md5=dfebcdb30f422c71bc656e9a8193aba7
dc.identifier.urihttps://irepository.uniten.edu.my/handle/123456789/25534
dc.identifier.volume20
dc.publisherKorean Society of Steel Constructionen_US
dc.sourceScopus
dc.sourcetitleInternational Journal of Steel Structures
dc.titleBehaviour of Cold Formed Steel Built-Up Channel Columns Strengthened Using CFRPen_US
dc.typeArticleen_US
dspace.entity.typePublication
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