Reinforced ultra-high performance concrete beam under flexure and shear: Experiment and theoretical model

This paper investigated the influence of different shear span ratios, longitudinal (LR) and stirrup (SR) reinforcement ratios, and material types on the flexural and shear performance of reinforced ultra-high performance concrete (UHPC) beams. A series of bending tests with shear span ratios of 4.0,...

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Autores principales:	Ziwei Cai, Xinzhi Duan, Lingfei Liu, Zhoudao Lu, Junhong Ye
Formato:	Artigo
Lenguaje:	Inglês
Publicado:	Elsevier 2024-07-01
Colección:	Case Studies in Construction Materials
Materias:	Ultra-high performance concrete Flexural performance Shear performance Shear span ratio Truss-arch model Strut-and-tie model
Acceso en línea:	http://www.sciencedirect.com/science/article/pii/S2214509523008276
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