Pull-Out Behaviour of Hooked End Steel Fibres Embedded in Ultra-high Performance Mortar with Various W/B Ratios

被引:1
作者
Sadoon Abdallah
Mizi Fan
Xiangming Zhou
机构
[1] Brunel University London,Civil Engineering, College of Engineering, Design and Physical Sciences
来源
International Journal of Concrete Structures and Materials | 2017年 / 11卷
关键词
pullout behaviour; bond mechanisms; water/binder ratio; hook geometry; embedment length and fibre-matrix interface;
D O I
暂无
中图分类号
学科分类号
摘要
This paper presents the fibre-matrix interfacial properties of hooked end steel fibres embedded in ultra-high performance mortars with various water/binder (W/B) ratios. The principle objective was to improve bond behaviour in terms of bond strength by reducing the (W/B) ratio to a minimum. Results show that a decrease in W/B ratio has a significant effect on the bond-slip behaviour of both types of 3D fibres, especially when the W/B ratio was reduced from 0.25 to 0.15. Furthermore, the optimization in maximizing pullout load and total pullout work is found to be more prominent for the 3D fibres with a larger diameter than for fibres with a smaller diameter. On the contrary, increasing the embedded length of the 3D fibres did not result in an improvement on the maximum pullout load, but increase in the total pullout work.
引用
收藏
页码:301 / 313
页数:12
相关论文
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