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Article: A study on composite end-plate connections with flexible tensile reinforcements and shear connectors

TitleA study on composite end-plate connections with flexible tensile reinforcements and shear connectors
Authors
KeywordsTensile reinforcement
Composite connections
Rotation limit
Performance-based design
Finite element modelling
Shear connector
Issue Date2010
Citation
Canadian Journal of Civil Engineering, 2010, v. 37, n. 11, p. 1437-1450 How to Cite?
AbstractA comprehensive parametric study is presented in this paper, which examines numerically the structural behaviour of composite end-plate connections with different material properties and geometrical configurations adopting a twodimensional finite element model. The study is closely related to the determination of the moment capacities of composite structural flexural members that are partially continuous at the supports. Both ductile and non-ductile shear connectors are covered to investigate the effect of flexibility of the shear connectors on the overall structural behaviour of composite endplate connections. Moreover, the effect of the elongation limits of tensile reinforcement is also studied. It is concluded that steel beam sizes have significant effects on the structural behaviour of composite end-plate connections with non-ductile shear connectors or the tensile reinforcement with normal ductility.
Persistent Identifierhttp://hdl.handle.net/10722/206244
ISSN
2015 Impact Factor: 0.586
2015 SCImago Journal Rankings: 0.386
ISI Accession Number ID

 

DC FieldValueLanguage
dc.contributor.authorWang, Aaron J.-
dc.date.accessioned2014-10-22T01:25:30Z-
dc.date.available2014-10-22T01:25:30Z-
dc.date.issued2010-
dc.identifier.citationCanadian Journal of Civil Engineering, 2010, v. 37, n. 11, p. 1437-1450-
dc.identifier.issn0315-1468-
dc.identifier.urihttp://hdl.handle.net/10722/206244-
dc.description.abstractA comprehensive parametric study is presented in this paper, which examines numerically the structural behaviour of composite end-plate connections with different material properties and geometrical configurations adopting a twodimensional finite element model. The study is closely related to the determination of the moment capacities of composite structural flexural members that are partially continuous at the supports. Both ductile and non-ductile shear connectors are covered to investigate the effect of flexibility of the shear connectors on the overall structural behaviour of composite endplate connections. Moreover, the effect of the elongation limits of tensile reinforcement is also studied. It is concluded that steel beam sizes have significant effects on the structural behaviour of composite end-plate connections with non-ductile shear connectors or the tensile reinforcement with normal ductility.-
dc.languageeng-
dc.relation.ispartofCanadian Journal of Civil Engineering-
dc.subjectTensile reinforcement-
dc.subjectComposite connections-
dc.subjectRotation limit-
dc.subjectPerformance-based design-
dc.subjectFinite element modelling-
dc.subjectShear connector-
dc.titleA study on composite end-plate connections with flexible tensile reinforcements and shear connectors-
dc.typeArticle-
dc.description.naturelink_to_subscribed_fulltext-
dc.identifier.doi10.1139/L10-089-
dc.identifier.scopuseid_2-s2.0-77958523661-
dc.identifier.volume37-
dc.identifier.issue11-
dc.identifier.spage1437-
dc.identifier.epage1450-
dc.identifier.eissn1208-6029-
dc.identifier.isiWOS:000283304300006-

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