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dc.contributor.authorSheehan, Therese*
dc.contributor.authorDai, Xianghe*
dc.contributor.authorLam, Dennis*
dc.contributor.authorAggelopoulos, E.S.*
dc.contributor.authorLawson, M.*
dc.contributor.authorObiala, R.*
dc.date.accessioned2016-11-03T09:22:37Z
dc.date.available2016-11-03T09:22:37Z
dc.date.issued2015-01
dc.identifier.citationSheehan T, Dai X, Lam D et al (2016) Experimental study on long spanning composite cellular beam under flexure and shear. Journal of Constructional Steel Research. 116: 40-54.
dc.identifier.urihttp://hdl.handle.net/10454/10197
dc.descriptionYes
dc.description.abstractThis paper describes a sequence of experiments on a long-span asymmetric composite cellular beam. This type of beam has become very popular, combining the composite action between the steel and concrete with the increased section depth, compared with more commonly used solid-web I sections. Openings in the steel web also reduce the self-weight and can accommodate the passage of service ducts. Eurocode 4 recommends a high degree of shear connection for asymmetric composite beams despite the practical difficulties in achieving this. Recent research suggests that the required degree of shear connection could be reduced, particularly for beams that are unpropped during construction. However, little test data exists to verify the behaviour of unpropped composite cellular beams. Therefore two series of tests were conducted on a 15.26 m long asymmetric composite cellular beam with regular circular openings and an elongated opening at the mid-span. The degree of shear connection was 36%, less than half of that recommended in Eurocode 4, and the beam was unpropped during construction. The beam was subjected to uniformly distributed loading and shear load during the tests. The end-slip, mid-span vertical deflection, shear connector capacity and strain distribution were examined. The beam failed at an applied uniform load of 17.2 kN/m2 (3.4 × design working load 5.0 kN/m2). The member withstood an applied shear load that was 45% higher than predicted, and exhibited a Vierendeel mechanism at the elongated opening. Overall, these tests demonstrated the potential of unpropped composite cellular beams with low degrees of shear connection.
dc.description.sponsorshipRFCS
dc.language.isoenen
dc.rights© 2016 Elsevier. Reproduced in accordance with the publisher's self-archiving policy. 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.subjectComposite beams
dc.subjectShear connection
dc.subjectCellular beams
dc.subjectExperiments
dc.subjectUnpropped construction
dc.subjectEurocode 4
dc.titleExperimental study on long spanning composite cellular beam under flexure and shear
dc.status.refereedYes
dc.date.application2015-09-15
dc.typeArticle
dc.type.versionAccepted manuscript
dc.identifier.doihttps://doi.org/10.1016/j.jcsr.2015.08.047
dc.rights.licenseCC-BY-NC-ND
refterms.dateFOA2018-07-27T02:02:30Z
dc.openaccess.statusopenAccess
dc.date.accepted2015-08-28


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