Abstract
This paper presents the results of an experimental investigation conducted on full-scale rectangular concrete slab specimens with the objective to examine the feasibility of using steel fibers alone in the concrete instead of the conventional reinforcement. The strength and flexural response of the steel fiber reinforced concrete (SFRC) slab specimens was found to be comparable to that of an equivalent control reinforced concrete (RC) slab. The test specimens carried the service load with the mid-span deflection well within the limits prescribed by the design guidelines, thereby indicating a possibility to replace, safely, the conventional reinforcing bars in RC slabs by steel fibers. The paper also proposes an improved theoretical formulation for the analysis and design of SFRC slabs.
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.
