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Article: Performance of shear connection in composite beams with profiled steel sheeting
Title | Performance of shear connection in composite beams with profiled steel sheeting |
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Authors | |
Keywords | Composite Beams Finite Element Modeling Headed Shear Stud Profiled Steel Sheeting Push-Out Test Shear Connection Steel Structures Through-Deck |
Issue Date | 2006 |
Publisher | Elsevier 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? |
Abstract | This 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 Identifier | http://hdl.handle.net/10722/150352 |
ISSN | 2023 Impact Factor: 4.0 2023 SCImago Journal Rankings: 1.261 |
ISI Accession Number ID | |
References |
DC Field | Value | Language |
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dc.contributor.author | Ellobody, E | en_US |
dc.contributor.author | Young, B | en_US |
dc.date.accessioned | 2012-06-26T06:03:45Z | - |
dc.date.available | 2012-06-26T06:03:45Z | - |
dc.date.issued | 2006 | en_US |
dc.identifier.citation | Journal Of Constructional Steel Research, 2006, v. 62 n. 7, p. 682-694 | en_US |
dc.identifier.issn | 0143-974X | en_US |
dc.identifier.uri | http://hdl.handle.net/10722/150352 | - |
dc.description.abstract | This 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.language | eng | en_US |
dc.publisher | Elsevier Ltd. The Journal's web site is located at http://www.elsevier.com/locate/jcsr | en_US |
dc.relation.ispartof | Journal of Constructional Steel Research | en_US |
dc.subject | Composite Beams | en_US |
dc.subject | Finite Element Modeling | en_US |
dc.subject | Headed Shear Stud | en_US |
dc.subject | Profiled Steel Sheeting | en_US |
dc.subject | Push-Out Test | en_US |
dc.subject | Shear Connection | en_US |
dc.subject | Steel Structures | en_US |
dc.subject | Through-Deck | en_US |
dc.title | Performance of shear connection in composite beams with profiled steel sheeting | en_US |
dc.type | Article | en_US |
dc.identifier.email | Young, B:young@hku.hk | en_US |
dc.identifier.authority | Young, B=rp00208 | en_US |
dc.description.nature | link_to_subscribed_fulltext | en_US |
dc.identifier.doi | 10.1016/j.jcsr.2005.11.004 | en_US |
dc.identifier.scopus | eid_2-s2.0-33644922722 | en_US |
dc.identifier.hkuros | 130976 | - |
dc.relation.references | http://www.scopus.com/mlt/select.url?eid=2-s2.0-33644922722&selection=ref&src=s&origin=recordpage | en_US |
dc.identifier.volume | 62 | en_US |
dc.identifier.issue | 7 | en_US |
dc.identifier.spage | 682 | en_US |
dc.identifier.epage | 694 | - |
dc.identifier.isi | WOS:000237684300005 | - |
dc.publisher.place | United Kingdom | en_US |
dc.identifier.scopusauthorid | Ellobody, E=8280203300 | en_US |
dc.identifier.scopusauthorid | Young, B=7402192398 | en_US |
dc.identifier.issnl | 0143-974X | - |