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Numerical study on the behaviour of a Semi-rigid joint under axial loading

Author(s): J. Jayashree, A.Cinitha and Prof. S.Sarankokila
Paper category: Proceeding
Book title: International Conference on Advances in Civil Engineering and Sustainable Construction
Editor(s): T.Ch. Madhavi, G. Prabhakar, Santhosh Ram, and P.M. Rameshwaran
Print-ISBN: None
e-ISBN: 978-2-35158-161-2
Publisher: RILEM Publications SARL
Publication year: 2016
Pages: 90-93
Total Pages : 4
Language : English

Abstract: Structural elements like Beam, Column and Beam columns are the moment resisting frame that undergo large inelastic deformation during axial loading. This paper presents, 3D nonlinear finite element (FE) analysis of beam-column connection specimens, carried out using ABAQUS software, for evaluating the Moment Rotation (M-θr) behaviour of semi-rigid top and seat-angle (TSA) bolted connections. This finite element model is validated against experimental behaviour of the same connection with regard to their moment-rotation behaviour, stress distribution and mode of failure of the connections.

Online publication: 2017
Publication type: full_text
Public price (Euros): 0.00

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