Please use this identifier to cite or link to this item: https://doi.org/10.1016/S0141-0296(02)00093-7
Title: Behaviour of composite haunched beam connection
Authors: Shanmugam, N.E. 
Ng, Y.H.
Liew, J.Y.R. 
Keywords: Composite
Connection
Design
Experiment
Haunch
Long-span beam
Issue Date: Nov-2002
Source: Shanmugam, N.E., Ng, Y.H., Liew, J.Y.R. (2002-11). Behaviour of composite haunched beam connection. Engineering Structures 24 (11) : 1451-1463. ScholarBank@NUS Repository. https://doi.org/10.1016/S0141-0296(02)00093-7
Abstract: This paper is concerned with the behaviour of steel-concrete composite haunch connections. Experiments were carried out to investigate the moment-rotation characteristics and ultimate moment capacity of these connections. Details of the experiments giving information on test specimens, instrumentation, test set-up and test procedures are described. Results obtained for connection moment capacity, rotation capacity and failure modes are presented. It is found that through proper design and detailing, these connections display the characteristics of a rigid connection. © 2002 Elsevier Science Ltd. All rights reserved.
Source Title: Engineering Structures
URI: http://scholarbank.nus.edu.sg/handle/10635/65220
ISSN: 01410296
DOI: 10.1016/S0141-0296(02)00093-7
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