Please use this identifier to cite or link to this item: http://hdl.handle.net/10316/3947
Title: Towards a consistent design approach for steel joints under generalized loading
Authors: Silva, L. Simões da 
Keywords: Steel structures; Connections; Component method; Eurocodes; 3D-behaviour
Issue Date: 2008
Keywords: Steel structures; Connections; Component method; Eurocodes; 3D-behaviour
Issue Date: 2008
Citation: Journal of Constructional Steel Research. 64:9 (2008) 1059-1075
Abstract: The behaviour of steel joints is complex and requires the proper consideration of a multitude of phenomena, ranging from material non-linearity (plasticity, strain-hardening), non-linear contact and slip, geometrical non-linearity (local instability) to residual stress conditions, and complicated geometrical configurations. The component method is widely accepted as the practical approach in predicting the behaviour of steel joints and it provides detailed procedures to evaluate the strength and initial stiffness of steel joints, as specified in Eurocode 3.
URI: http://hdl.handle.net/10316/3947
Rights: openAccess
Appears in Collections:FCTUC Eng.Civil - Artigos em Revistas Internacionais

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