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An experimental analysis on the moment rotation of beam-column connection using cold-form steel section

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dc.citedby3
dc.contributor.authorNadya R.U.K.en_US
dc.contributor.authorUsman F.en_US
dc.contributor.authorid57204049859en_US
dc.contributor.authorid55812540000en_US
dc.date.accessioned2023-05-29T06:54:42Z
dc.date.available2023-05-29T06:54:42Z
dc.date.issued2018
dc.description.abstractA beam-column connection of cold-formed steel section was arranged as an isolated joint. An experimental testing has been done on the model specimen until the model reached its failure mode. The behaviour of the cold-formed bolted connection in the matter of its strength and stiffness of the steel connection was studied. In this study, gusset-plate and bolted angle flange cleat connection were used in which it can stiffen the cold-formed beam-column connection. Moment-rotation curves were generated from the test results to represent the behaviour of the bolted connections. The design expression of the beam-column connection is following the design standard of Eurocode 3 BS EN 1993-1-8. The set-up of the experimental analysis, the procedure and the failure mode results are discussed in details. The moment capacity of 5.9 kN.m has been recorded for the beam section and 7.3 kN.m for the column section. The stiffness (S j ) was recorded as 120.94 kN.m/rad for the beam section and 182.42 kN.m/rad for the column section. � 2018 Authors.en_US
dc.description.natureFinalen_US
dc.identifier.doi10.14419/ijet.v7i4.35.23086
dc.identifier.epage673
dc.identifier.issue4
dc.identifier.scopus2-s2.0-85059237045
dc.identifier.spage668
dc.identifier.urihttps://www.scopus.com/inward/record.uri?eid=2-s2.0-85059237045&doi=10.14419%2fijet.v7i4.35.23086&partnerID=40&md5=9c316c735a7d20d38e9f1383c759f674
dc.identifier.urihttps://irepository.uniten.edu.my/handle/123456789/24041
dc.identifier.volume7
dc.publisherScience Publishing Corporation Incen_US
dc.relation.ispartofAll Open Access, Bronze, Green
dc.sourceScopus
dc.sourcetitleInternational Journal of Engineering and Technology(UAE)
dc.titleAn experimental analysis on the moment rotation of beam-column connection using cold-form steel sectionen_US
dc.typeArticleen_US
dspace.entity.typePublication
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