Experimental Investigation on Shear Behavior of Non-Stirrup UHPC Beams under Larger Shear Span–Depth Ratios

Experimental Investigation on Shear Behavior of Non-Stirrup UHPC Beams under Larger Shear Span–Depth Ratios

Due to the extraordinary mechanical properties of ultra-high-performance concrete (UHPC), the shear stirrups in UHPC beams could potentially be eliminated. This study aimed to determine the effect of beam height and steel fiber volume content on the shear behavior of non-stirrup UHPC beams under a l...

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Bibliographic Details
Main Authors: Lifeng Zhang, Bowen Deng, Beini He, Haibo Jiang, Jie Xiao, Yueqiang Tian, Junfa Fang
Format: Article
Language:English
Published: MDPI AG 2024-05-01
Series:Buildings
Subjects:
shear behavior
ultra-high-performance concrete (UHPC)
non-stirrup UHPC beams
large shear span-depth ratios
steel fiber volume content
beam height
Online Access:https://www.mdpi.com/2075-5309/14/5/1374

Internet

https://www.mdpi.com/2075-5309/14/5/1374

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