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

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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Bibliographic Details
Main Authors: Ziwei Cai, Xinzhi Duan, Lingfei Liu, Zhoudao Lu, Junhong Ye
Format: Article
Language:English
Published: Elsevier 2024-07-01
Series:Case Studies in Construction Materials
Subjects:
Ultra-high performance concrete
Flexural performance
Shear performance
Shear span ratio
Truss-arch model
Strut-and-tie model
Online Access:http://www.sciencedirect.com/science/article/pii/S2214509523008276

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http://www.sciencedirect.com/science/article/pii/S2214509523008276

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