An experimental study on the shear strength of SFRC beams without stirrups

被引：0
|
作者：
Arslan G. [1 ]
Keskin R.S.O. [1 ]
Ulusoy S. [1 ]
机构：
[1] Department of Civil Engineering, Yildiz Technical University, Istanbul
来源：
| 1600年 / Polish Society of Theoretical and Allied Mechanics卷 / 55期
关键词：
Beam; Reinforced concrete; Shear strength; Steel fiber;
D O I：
10.15632/jtam-pl.55.4.1205
中图分类号：
学科分类号：
摘要：
The use of steel fibers in reinforced concrete (RC) structural members aims at the impro- vement of mechanical properties of such members. This study focuses on shear strength characteristics of steel fiber reinforced concrete (SFRC) beams without stirrups. Test speci- mens consisting of three RC and ten SFRC beams without stirrups have been tested under three-point loading in order to investigate the effects of fiber content and shear span-To- -effective depth ratio on the shear strength. Furthermore, an equation developed previously for predicting the ultimate shear strength of SFRC beams without stirrups is proposed to predict the diagonal cracking strength of SFRC beams without stirrups.
引用
收藏
页码：1205 / 1217
页数：12
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