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- Publisher Website: 10.1139/L10-045
- Scopus: eid_2-s2.0-77953748296
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Article: Numerical studies on the structural behaviour of composite end-plate connections
Title | Numerical studies on the structural behaviour of composite end-plate connections |
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Authors | |
Keywords | Composite connections Finite element modelling Performance-based design Shear connector Design model |
Issue Date | 2010 |
Citation | Canadian Journal of Civil Engineering, 2010, v. 37, n. 6, p. 907-921 How to Cite? |
Abstract | A 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 Identifier | http://hdl.handle.net/10722/206239 |
ISSN | 2023 Impact Factor: 1.1 2023 SCImago Journal Rankings: 0.344 |
ISI Accession Number ID |
DC Field | Value | Language |
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dc.contributor.author | Wang, Aaron J. | - |
dc.date.accessioned | 2014-10-22T01:25:30Z | - |
dc.date.available | 2014-10-22T01:25:30Z | - |
dc.date.issued | 2010 | - |
dc.identifier.citation | Canadian Journal of Civil Engineering, 2010, v. 37, n. 6, p. 907-921 | - |
dc.identifier.issn | 0315-1468 | - |
dc.identifier.uri | http://hdl.handle.net/10722/206239 | - |
dc.description.abstract | A 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.language | eng | - |
dc.relation.ispartof | Canadian Journal of Civil Engineering | - |
dc.subject | Composite connections | - |
dc.subject | Finite element modelling | - |
dc.subject | Performance-based design | - |
dc.subject | Shear connector | - |
dc.subject | Design model | - |
dc.title | Numerical studies on the structural behaviour of composite end-plate connections | - |
dc.type | Article | - |
dc.description.nature | link_to_subscribed_fulltext | - |
dc.identifier.doi | 10.1139/L10-045 | - |
dc.identifier.scopus | eid_2-s2.0-77953748296 | - |
dc.identifier.volume | 37 | - |
dc.identifier.issue | 6 | - |
dc.identifier.spage | 907 | - |
dc.identifier.epage | 921 | - |
dc.identifier.isi | WOS:000280102400009 | - |
dc.identifier.issnl | 0315-1468 | - |