Please use this identifier to cite or link to this item: https://doi.org/10.1016/S0143-974X(00)00023-7
Title: Negative moment behaviour of cold-formed steel deck and concrete composite slabs
Authors: Lee, L.H.
Quek, S.T. 
Ang, K.K. 
Keywords: Cold-formed steel deck
Composite slab
Ductility
Moment redistribution
Negative moment
Issue Date: Apr-2001
Source: Lee, L.H., Quek, S.T., Ang, K.K. (2001-04). Negative moment behaviour of cold-formed steel deck and concrete composite slabs. Journal of Constructional Steel Research 57 (4) : 401-415. ScholarBank@NUS Repository. https://doi.org/10.1016/S0143-974X(00)00023-7
Abstract: The behaviour of cold-formed steel deck and concrete composite slab under hogging moment was studied. An experimental programme was performed using 10 specimens of different thickness and reinforcement ratio. The negative moment capacity of each slab predicted using a simple analytical model was compared with that obtained from the experiment. The experimental results indicate that the steel deck contributes to the hogging moment capacity and this region exhibited a fair amount of ductility, which can be utilised for moment redistribution. © 2001 Elsevier Science Ltd. All rights reserved.
Source Title: Journal of Constructional Steel Research
URI: http://scholarbank.nus.edu.sg/handle/10635/65863
ISSN: 0143974X
DOI: 10.1016/S0143-974X(00)00023-7
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