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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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Detaylı Bibliyografya
Asıl Yazarlar: Cunmiao Gao, Linjiang Wang, Junyu Lin, Zhijie Wang, Yunhui Wang, Yu Huang, Zhanfeng Fan, Youlian Yang, Xiaohao Rui, Haiyan Xu
Materyal Türü: Artigo
Dil:Inglês
Baskı/Yayın Bilgisi: MDPI AG 2025-04-01
Seri Bilgileri:Buildings
Konular:
Online Erişim:https://www.mdpi.com/2075-5309/15/7/1160
Etiketler: Etiketle
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