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Article: Performance of shear connection in composite beams with profiled steel sheeting

TitlePerformance of shear connection in composite beams with profiled steel sheeting
Authors
KeywordsComposite Beams
Finite Element Modeling
Headed Shear Stud
Profiled Steel Sheeting
Push-Out Test
Shear Connection
Steel Structures
Through-Deck
Issue Date2006
PublisherElsevier Ltd. The Journal's web site is located at http://www.elsevier.com/locate/jcsr
Citation
Journal Of Constructional Steel Research, 2006, v. 62 n. 7, p. 682-694 How to Cite?
AbstractThis paper describes the structural performance of shear connection in composite beams with profiled steel sheeting. An accurate and efficient nonlinear finite element model was developed to study the behaviour of headed stud shear connectors welded through-deck. The profiled steel sheeting had transverse ribs perpendicular to the steel beam. The material nonlinearities of concrete, headed stud, profiled steel sheeting, reinforcement and steel beam were included in the finite element model. The capacity of shear connection, load-slip behaviour of the headed stud, and failure modes were predicted. The results obtained from the finite element analysis were verified against experimental results. An extensive parametric study was conducted to study the effects on the capacity and behaviour of shear connection by changing the profiled steel sheeting geometries, the diameter and height of the headed stud, as well as the strength of concrete. The capacities of shear connection obtained from the finite element analysis were compared with the design strengths calculated using the American Specification, British Standard and European Code for headed stud shear connectors in composite slabs with profiled steel sheeting perpendicular to the steel beam. It is found that the design rules specified in the American and British specifications overestimated the capacity of shear connection, but the design rules specified in the European Code were generally conservative. © 2005 Elsevier Ltd. All rights reserved.
Persistent Identifierhttp://hdl.handle.net/10722/150352
ISSN
2015 Impact Factor: 1.702
2015 SCImago Journal Rankings: 1.746
ISI Accession Number ID
References

 

DC FieldValueLanguage
dc.contributor.authorEllobody, Een_US
dc.contributor.authorYoung, Ben_US
dc.date.accessioned2012-06-26T06:03:45Z-
dc.date.available2012-06-26T06:03:45Z-
dc.date.issued2006en_US
dc.identifier.citationJournal Of Constructional Steel Research, 2006, v. 62 n. 7, p. 682-694en_US
dc.identifier.issn0143-974Xen_US
dc.identifier.urihttp://hdl.handle.net/10722/150352-
dc.description.abstractThis paper describes the structural performance of shear connection in composite beams with profiled steel sheeting. An accurate and efficient nonlinear finite element model was developed to study the behaviour of headed stud shear connectors welded through-deck. The profiled steel sheeting had transverse ribs perpendicular to the steel beam. The material nonlinearities of concrete, headed stud, profiled steel sheeting, reinforcement and steel beam were included in the finite element model. The capacity of shear connection, load-slip behaviour of the headed stud, and failure modes were predicted. The results obtained from the finite element analysis were verified against experimental results. An extensive parametric study was conducted to study the effects on the capacity and behaviour of shear connection by changing the profiled steel sheeting geometries, the diameter and height of the headed stud, as well as the strength of concrete. The capacities of shear connection obtained from the finite element analysis were compared with the design strengths calculated using the American Specification, British Standard and European Code for headed stud shear connectors in composite slabs with profiled steel sheeting perpendicular to the steel beam. It is found that the design rules specified in the American and British specifications overestimated the capacity of shear connection, but the design rules specified in the European Code were generally conservative. © 2005 Elsevier Ltd. All rights reserved.en_US
dc.languageengen_US
dc.publisherElsevier Ltd. The Journal's web site is located at http://www.elsevier.com/locate/jcsren_US
dc.relation.ispartofJournal of Constructional Steel Researchen_US
dc.subjectComposite Beamsen_US
dc.subjectFinite Element Modelingen_US
dc.subjectHeaded Shear Studen_US
dc.subjectProfiled Steel Sheetingen_US
dc.subjectPush-Out Testen_US
dc.subjectShear Connectionen_US
dc.subjectSteel Structuresen_US
dc.subjectThrough-Decken_US
dc.titlePerformance of shear connection in composite beams with profiled steel sheetingen_US
dc.typeArticleen_US
dc.identifier.emailYoung, B:young@hku.hken_US
dc.identifier.authorityYoung, B=rp00208en_US
dc.description.naturelink_to_subscribed_fulltexten_US
dc.identifier.doi10.1016/j.jcsr.2005.11.004en_US
dc.identifier.scopuseid_2-s2.0-33644922722en_US
dc.identifier.hkuros130976-
dc.relation.referenceshttp://www.scopus.com/mlt/select.url?eid=2-s2.0-33644922722&selection=ref&src=s&origin=recordpageen_US
dc.identifier.volume62en_US
dc.identifier.issue7en_US
dc.identifier.spage682en_US
dc.identifier.epage694-
dc.identifier.isiWOS:000237684300005-
dc.publisher.placeUnited Kingdomen_US
dc.identifier.scopusauthoridEllobody, E=8280203300en_US
dc.identifier.scopusauthoridYoung, B=7402192398en_US

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