The mechanical properties of polypropylene fiber reinforced concrete

Li Bei-xing , Chen Ming-xiang , Cheng Fang , Liu Lu-ping

Journal of Wuhan University of Technology Materials Science Edition ›› 2004, Vol. 19 ›› Issue (3) : 68 -71.

PDF
Journal of Wuhan University of Technology Materials Science Edition ›› 2004, Vol. 19 ›› Issue (3) : 68 -71. DOI: 10.1007/BF02835065
Article

The mechanical properties of polypropylene fiber reinforced concrete

Author information +
History +
PDF

Abstract

The compressive, shear strengths and abrasion-erosion resistance as well as flexural properties of two polypropylene fiber reinforced concretes and the comparison with a steel fiber reinforced concrete were reported. The exprimental results show that a low content of polypropylene fiber (0.91 kg/m3 of concrete) slightly decreases the compressive and shear strengths, and appreciably increased the flexural strength, but obviously enhances the toughness index and fracture energy for the concrete with the same mix proportion, consequently it plays a role of anti-cracking and improving toughness in concrete. Moreover, the polypropylene mesh fiber is better than the polypropylene monofilament fiber in improving flexural strength and toughness of concrete, but the two types of polypropylene fibers are inferior to steel fiber. All the polypropylene and steel fibers have no great beneficial effect on the abrasion-erosion resistance of concrete.

Keywords

polypropylene fiber / steel fiber / concrete / mechanical properties

Cite this article

Download citation ▾
Li Bei-xing, Chen Ming-xiang, Cheng Fang, Liu Lu-ping. The mechanical properties of polypropylene fiber reinforced concrete. Journal of Wuhan University of Technology Materials Science Edition, 2004, 19(3): 68-71 DOI:10.1007/BF02835065

登录浏览全文

4963

注册一个新账户 忘记密码

References

[1]

Malhortra V M, Carette G G, Bilodeau A. Mechanical Properties and Durability of Polypropylene Fiber Reinforced High-volume Fly Ash Concrete for Shotcrete Applications. ACI Materials Journal, 1994, 91(5): 478-486.

[2]

Soroushian P, Khan A, Hsu J W. Mechanical Properties of Concrete Materials Reinforced with Polypropylene or Polyethylene Fibers. ACI Materials Journal, 1992, 89(2): 535-540.

[3]

Cheng Cao, Zhaoyang Wang. Analyses on the Effect of a Low Volume Fraction of Polypropylene Fiber on Concrete. China Concrete and Cement Products, 2000, supplement: 34-36.

[4]

Standard for Electric Power Engineering of China. Test Code for Hydraulic Concrete (DL/T 5150-2001). Beijing: China Electric Power Press, 2002, 90–94

[5]

China Engineering Construction Association Standard. Testing Method Used for Steel Fiber Reinforced Concrete (CECS13:89). Beijing: China Project Press, 1996, 37–49

[6]

China Aviation Academe Handbook for Stress Intensity Factor, 1981 Beijing: Science Press.

[7]

Petersson P E. Fracture Energy of Concrete: Method of Determination. Cement and Concrete research, 1980, 10(1): 78-90.

[8]

Guangwei Li, Yuanhui Yang. Experimental Study on Properties of Polypropylene Fiber Reinforced Concrete. Advances in China Water Conservancy and Hydropower, 2001, 21(5): 14-16.

[9]

Yuan Hua, Ronghua Liu, Yi Zeng. Experimental Study on High Performance Concrete Reinforced with Fiber. China Concrete and Cement Products, 1998, 3: 40-43.

[10]

Gong Yi, Shen Rongxi, Li Qinghai.Application of Durafiber to Civil Architectural Engineering. Beijing: Machine Press, 54–66

[11]

Guofan Zhao, sahomin Peng, Chengkui Huang. Steel Fiber Reinforced Concrete Structure, 1999 Beijing: China Architecture Industry Press. 131-134.

[12]

Chuanying Chu. Studies of Raw Materials of Concrete Used in the Three Gorges Project, 1999 Beijing: China Water and Electricity Press. 240-241.

[13]

Yiping Ma, Muhua Tan, Keru Wu. Effect of Polypropylene Fiber on Properties of Cement Based Material. China Concrete and Cement Products, 2000, supplement: 26-29.

AI Summary AI Mindmap
PDF

177

Accesses

0

Citation

Detail

Sections
Recommended

AI思维导图

/