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,...

وصف كامل

التفاصيل البيبلوغرافية

المؤلفون الرئيسيون:	Cunmiao Gao, Linjiang Wang, Junyu Lin, Zhijie Wang, Yunhui Wang, Yu Huang, Zhanfeng Fan, Youlian Yang, Xiaohao Rui, Haiyan Xu
التنسيق:	Artigo
اللغة:	Inglês
منشور في:	MDPI AG 2025-04-01
سلاسل:	Buildings
الموضوعات:	unreinforced steel fiber reinforced concrete steel fiber compression-bending capacity cracking properties segment
الوصول للمادة أونلاين:	https://www.mdpi.com/2075-5309/15/7/1160
الوسوم:	إضافة وسم لا توجد وسوم, كن أول من يضع وسما على هذه التسجيلة!