Response and Reinforcement Mechanisms of Fiber-Reinforced Concrete Subjected to Dynamic Splitting Tensile Loading After High-Temperatures Exposure

Coupled high temperature and dynamic loading often leads to the complicated degradation of performance in industrial kilns, enclosures, or other concrete structures, which constitutes a serious hazard to the safety of concrete structure. To bridge this research gap, this study investigates not only...

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Autores principales:	Jing Dong, Guiming Chen, Xiaojie Chen, Juan Du, Shuai Yang
Formato:	Artigo
Lenguaje:	Inglês
Publicado:	MDPI AG 2025-12-01
Colección:	Buildings
Materias:	fiber-reinforced concrete (FRC) dynamic splitting tensile strength high temperature Split Hopkinson Pressure Bar (SHPB)
Acceso en línea:	https://www.mdpi.com/2075-5309/15/24/4416
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