Journal of Textile Research ›› 2021, Vol. 42 ›› Issue (04): 177-183.doi: 10.13475/j.fzxb.20200303507

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Research review of fiber effect on properties of cement-based composite

LU Zhenqian1, YANG Yaru2, XUN Yong3()   

  1. 1. College of Textiles and Clothing, Yancheng Institute of Technology, Yancheng, Jiangsu 224051, China
    2. College of Material and Textile Engineering, Jiaxing University, Jiaxing, Zhejiang 314001, China
    3. College of Civil Engineering, Yancheng Institute of Technology, Yancheng, Jiangsu 224051, China
  • Received:2020-03-13 Revised:2021-01-06 Online:2021-04-15 Published:2021-04-20
  • Contact: XUN Yong E-mail:yongxun@ycit.cn

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Abstract:

In order to broaden the application of fiber materials in cement-based composites and to promote the development of ultra high toughness cement-based composite, the research progress on the effect of fiber properties on cement-based composite properties in China and abroad was reviewed. Firstly, the types of fiber reinforced concrete and the mechanism of strengthening and toughening were introduced. It is noted that fiber bridging can prevent the crack generation and expansion, and significantly improve the tensile strength and ductility of concrete. Secondly, the performance characteristics of organic fiber and inorganic fiber used in concrete field were analyzed. Then, the factors affecting the performance of fiber-reinforced concrete were summarized, and the influences of hybrid fibers, fiber morphology, volume fraction, fiber arrangement direction and fiber bonding property on the performance of composite materials were analyzed and summarized. Finally, the problems needing to be solved in the research of fiber reinforced concrete were highlighted and the development trend of fiber reinforced concrete in the future was forecasted.

Key words: fiber reinforced concete, cement-based composite, ultra high toughness, mechanical property, strengthening and toughening mechanism

CLC Number: 

  • TB332

Tab.1

Properties of fibers used to reinforced concrete"

纤维名称 拉伸强度/
MPa		 拉伸模量/
GPa		 断裂伸长
率/%		 密度/
(g·cm-3)
聚乙烯醇 900~1 900 25~42 6~10 1.30
聚丙烯 240~690 3~5 25~50 0.91
对位芳纶 3 000 60~130 2.1~4.0 1.40
超高分子量聚乙
烯纤维		 2 000~3 500 50~125 3~6 0.97
剑麻 600~700 20~38 2~3 1.33
抗碱玻璃纤维 2 500 70 3.6 2.78
碳纤维 3 500~6 000 230~600 1.5~2.0 1.60~1.95
玄武岩纤维 3 000~4 840 79~93 3.1 2.70
陶瓷纤维 800~3 600 360~480 0.8 2.40~2.60
钢纤维 500~2 000 200 3~4 7.84

Fig.1

Tensile failure of hybrid fiber reinforced concrete with different size under tension. (a) First stage of tensile loading; (b) Second stage of tensile loading"

Fig.2

Types and shapes feature of fibers used to reinforced concrete. (a) Short mono-fiber; (b) Short multi-fiber; (c) Steel fiber; (d) Shape and cross-section of steel fiber"

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