Shear Capacity Contribution of Steel Fiber Reinforced High-Strength Concrete Compared with and without Stirrup

Abstract This study presents the shear capacity of eco-friendly high-strength concrete (HSC) beams reinforced by 0.75% (by volume) of hooked steel fibers or shear stirrups with various spacings. Five large-scale HSC beams with steel fibers or stirrups were tested and investigated with respect to she...

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Bibliographic Details
Main Authors: Tian-Feng Yuan, Doo-Yeol Yoo, Jun-Mo Yang, Young-Soo Yoon
Format: Article
Language:English
Published: SpringerOpen 2020-04-01
Series:International Journal of Concrete Structures and Materials
Subjects:
Online Access:http://link.springer.com/article/10.1186/s40069-020-0396-2

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