Please use this identifier to cite or link to this item: https://doi.org/10.1016/S0143-974X(98)00125-4
Title: Modelling of steel-concrete composite joints
Authors: Shanmugam, N.E. 
Yu, C.H. 
Liew, J.Y.Richard 
Teo, T.H.
Issue Date: Apr-1998
Source: Shanmugam, N.E.,Yu, C.H.,Liew, J.Y.Richard,Teo, T.H. (1998-04). Modelling of steel-concrete composite joints. Journal of Constructional Steel Research 46 (1-3) : 247-249. ScholarBank@NUS Repository. https://doi.org/10.1016/S0143-974X(98)00125-4
Abstract: The results on the investigation of composite connections are discussed, where the effects of reinforcement ratio and concrete refinement at the junction of composite beam and composite are considered. Connection behavior in respect with moment capacity, rotation capacity, rotational stiffness and ductility are studied and the results are used to verify the existing analytical models. Six specimens of steel-concrete composite joints are tested to failure and all specimens are of cruciform arrangement.
Source Title: Journal of Constructional Steel Research
URI: http://scholarbank.nus.edu.sg/handle/10635/65834
ISSN: 0143974X
DOI: 10.1016/S0143-974X(98)00125-4
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