Please use this identifier to cite or link to this item: http://hdl.handle.net/10316/4039
Title: A ductility model for steel connections
Authors: Silva, L. Simões da 
Coelho, Ana Girão 
Keywords: Bending; Component method; Non-linear behaviour; Ductility
Issue Date: 2001
Keywords: Bending; Component method; Non-linear behaviour; Ductility
Issue Date: 2001
Citation: Journal of Constructional Steel Research. 57:1 (2001) 45-70
Abstract: A model for the evaluation of the ductility of steel connections loaded in bending is presented in this paper. In the context of the component method, whereby a joint is modelled as an assembly of springs (components) and rigid links, using an elastic post-buckling analogy to the bi-linear elastic-plastic behaviour of each component, a general analytical model is proposed that yields the maximum rotation of the connection. Despite the complexity of the various connection types, the proposed model is able to provide analytical solutions for the moment-rotation response of a steel connection by using appropriate transformation criteria for assemblies of components in series and in parallel. The model is applied to typical beam-to-column connections, showing good agreement with numerical results.
URI: http://hdl.handle.net/10316/4039
Rights: openAccess
Appears in Collections:FCTUC Eng.Civil - Artigos em Revistas Internacionais

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