چکیده مقاله
This study examines the viability of employing steel fibers as an alternative or supplementary reinforcement to conventional rebars in concrete structures Results reveal that steel fibers significantly enhance compressive strength and post cracking behavior by providing additional reinforcement and mitigating crack propagation The research underscores the efficacy of steel fibers as a cost effective reinforcement strategy, with SFRC at ۴۵ kg/m³ identified as an optimal balance of strength and fiber content for enhanced structural integrity
کلیدواژهها
نویسندگان
Mohammad Reza Hanafi
Department of Civil and Environmental Engineering, Amirkabir University of Technology, Tehran, Iran
Hamed Rahimpour
Department of Civil Engineering, University of Tabriz, Tabriz, Iran
Sahar Zinatloo-Ajabshir
Department of Chemical Engineering, University of Bonab, Bonab, Iran
Sohrab Rafati Zavaragh
Department of Civil Engineering, University of Bonab, Bonab, Iran
Ahmad Fahmi
Mohammad Reza Hanafi Department of Civil and Environmental Engineering, Amirkabir University of Technology, Tehran, IranHamed Rahimpour Department of Civil Engineering, University of Tabriz, Tabriz, IranSahar Zinatloo-Ajabshir Department of Chemical Engineering, University of Bonab, Bonab, IranSohrab Rafati Zavaragh Department of Civil Engineering, University of Bonab, Bonab, IranAmirreza Akbari Department of Civil Engineering, University of Bonab, Bonab, Iran
Amirreza Akbari
Department of Civil Engineering, University of Bonab, Bonab, Iran
شیوه ارجاع
Hanafi، Mohammad Reza و Rahimpour، Hamed و Zinatloo-Ajabshir، Sahar و Rafati Zavaragh، Sohrab و Fahmi، Ahmad و Akbari، Amirreza،1404،Investigation of Flexural Behavior in Steel Fiber-Reinforced Concrete with Varied Fiber Content،اولین کنفرانس ملی شهرها، سازه ها و مصالح تاب آور،بناب
ارائهشده در
مجموعه مقالات اولین کنفرانس ملی شهرها، سازه ها و مصالح تاب آور23 مهر 1404 · بناب