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dc.contributor.authorMashiri, F.R.*
dc.contributor.authorMirza, O.*
dc.contributor.authorCanuto, C.*
dc.contributor.authorLam, Dennis*
dc.date.accessioned2017-01-19T14:32:56Z
dc.date.available2017-01-19T14:32:56Z
dc.date.issued2017
dc.identifier.citationMashiri FR, Mirza O and Lam D (2017) Post-fire Behaviour of Innovative Shear Connection for Steel-Concrete Composite Structures. Structures. 9:147-156.en_US
dc.identifier.urihttp://hdl.handle.net/10454/11140
dc.descriptionYesen_US
dc.description.abstractSteel-concrete composite structures are commonly used in buildings and bridges because it takes advantage of tensile strength of steel and compressive strength of concrete. The two components are often secured by shear connectors such as headed studs to prevent slippage and to maintain composite action. In spite of its popularity, very little research was conducted on steel-concrete composites particularly on headed stud shear connectors in regards to its post-fire behaviour. This research investigates the post-fire behaviour of innovative shear connectors for composite steel and concrete. Three type of connectors were investigated. They are headed stud shear connectors, Blind Bolt 1 and Blind Bolt 2 blind bolts. Push-out test experimental studies were conducted to look at the behaviour and failure modes for each connector. Eighteen push tests were conducted according to Eurocode 4. The push test specimens were tested under ambient temperatures and post fire condition of 200˚C, 400˚C and 600˚C. The results in ambient temperature are used to derive the residual strength of shear connectors after exposing to fire. Findings from this research will provide fundamental background in designing steel-concrete composites where there is danger of fire exposure.en_US
dc.language.isoenen_US
dc.relation.isreferencedbyhttp://dx.doi.org/10.1016/j.istruc.2016.12.001en_US
dc.rights© 2017 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/)en_US
dc.subjectComposite steel-concrete; Shear connectors; Post-fire behaviour; Experimental studiesen_US
dc.titlePost-fire Behaviour of Innovative Shear Connection for Steel-Concrete Composite Structuresen_US
dc.status.refereedYesen_US
dc.date.Accepted2016-12-05
dc.date.application2016-12-08
dc.typeTechnical paperen_US
dc.type.versionAccepted Manuscripten_US
refterms.dateFOA2017-12-09T00:00:00Z


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