Component-Based Model Versus Stress-Resultant Plasticity Modelling of Bolted End-Plate Connection: Numerical Implementation. (August 2017)

• Record Type: Journal Article
• Authors: Alhasawi, Anas; Guezouli, Samy; Couchaux, Maël
• Is Part Of: Structures. Volume 11(2017)
• Page Start: 164
• Page End: 177
• Publication Date: 2017-08
• Subjects: Steel joint connection -- Cyclic load -- Component-based model -- Gap problem -- Group effect -- Finite Element Method; Structural engineering -- Periodicals; 624.1
• DOI: 10.1016/j.istruc.2017.05.004
• Languages: English
• ISSNs: 2352-0124

Abstract

Abstract: This paper deals with the analysis of a steel beam-to-column bolted end-plate connection subjected to cyclic loading. The proposed model consists of an improved component-based approach that closely follows the joint behavior. The study reminds the component-based analysis and shows how to implement two proposed improvements by the use of an elasto-plastic formulation and discuss their influences on the joint behavior. The first modification concerns possible separation between the end-plate and the column flange on which it is bolted (gap effect) and the second one concerns the group of two or more than two bolt-rows (group effect). Examples are subsequently detailed for validation and highlight the robustness of the proposed model. These modifications allow to the well-known component based model a new variant that gives more accurate results and remains easy-to-implement in structural analysis programs.