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Article: Numerical studies on the structural behaviour of composite end-plate connections

TitleNumerical studies on the structural behaviour of composite end-plate connections
Authors
KeywordsComposite connections
Finite element modelling
Performance-based design
Shear connector
Design model
Issue Date2010
Citation
Canadian Journal of Civil Engineering, 2010, v. 37, n. 6, p. 907-921 How to Cite?
AbstractA three-dimensional (3-D) finite element model is established to predict the structural behaviour of composite end-plate connections with full incorporation of material and geometrical nonlinearities. A two-dimensional (2-D) finite element model is also proposed as a tool for a comprehensive parametric study, analysis, and design. The accuracy of both the models is verified by comparing the numerical results with those from tests and a design model. Various important structural behaviours of composite end-plate connection are also studied through the numerical and analytical simulations. These models are regarded as effective tools for conducting performance-based design of composite connections and semicontinuous beams with reasonable consideration of nonlinear deformation characteristics of both tensile reinforcements and shear connectors.
Persistent Identifierhttp://hdl.handle.net/10722/206239
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. 6, p. 907-921-
dc.identifier.issn0315-1468-
dc.identifier.urihttp://hdl.handle.net/10722/206239-
dc.description.abstractA three-dimensional (3-D) finite element model is established to predict the structural behaviour of composite end-plate connections with full incorporation of material and geometrical nonlinearities. A two-dimensional (2-D) finite element model is also proposed as a tool for a comprehensive parametric study, analysis, and design. The accuracy of both the models is verified by comparing the numerical results with those from tests and a design model. Various important structural behaviours of composite end-plate connection are also studied through the numerical and analytical simulations. These models are regarded as effective tools for conducting performance-based design of composite connections and semicontinuous beams with reasonable consideration of nonlinear deformation characteristics of both tensile reinforcements and shear connectors.-
dc.languageeng-
dc.relation.ispartofCanadian Journal of Civil Engineering-
dc.subjectComposite connections-
dc.subjectFinite element modelling-
dc.subjectPerformance-based design-
dc.subjectShear connector-
dc.subjectDesign model-
dc.titleNumerical studies on the structural behaviour of composite end-plate connections-
dc.typeArticle-
dc.description.naturelink_to_subscribed_fulltext-
dc.identifier.doi10.1139/L10-045-
dc.identifier.scopuseid_2-s2.0-77953748296-
dc.identifier.volume37-
dc.identifier.issue6-
dc.identifier.spage907-
dc.identifier.epage921-
dc.identifier.isiWOS:000280102400009-

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