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.
Sign-in/Register to access full text options 
Talk to us
Join us for a 30 min session where you can share your feedback and ask us any queries you have
Schedule a callDisclaimer: All third-party content on this website/platform is and will remain the property of their respective owners and is provided on "as is" basis without any warranties, express or implied. Use of third-party content does not indicate any affiliation, sponsorship with or endorsement by them. Any references to third-party content is to identify the corresponding services and shall be considered fair use under The CopyrightLaw.
