Experimental Study on Flexural Behaviors and Theoretical Compression-Bending Capacity of Unreinforced Steel Fiber Reinforced Concrete

Despite ongoing research efforts aimed at understanding the structural response of steel fiber reinforced concrete (SFRC), there is very limited research on the failure characteristics and theoretical compression-bending capacity of unreinforced steel fiber reinforced concrete (SFRC without rebars,...

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Huvudupphov:	Cunmiao Gao, Linjiang Wang, Junyu Lin, Zhijie Wang, Yunhui Wang, Yu Huang, Zhanfeng Fan, Youlian Yang, Xiaohao Rui, Haiyan Xu
Materialtyp:	Artigo
Språk:	Inglês
Utgiven:	MDPI AG 2025-04-01
Serie:	Buildings
Ämnen:	unreinforced steel fiber reinforced concrete steel fiber compression-bending capacity cracking properties segment
Länkar:	https://www.mdpi.com/2075-5309/15/7/1160
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