Research on the Durability of Polypropylene Fiber Concrete

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Abstract:

In order to study the durability of Polypropylene fiber concrete, indoor artificial methods were used to simulate dry-wet cycle and deicer-frost damage. The results indicated that amounts of polypropylene fibers increase the flexural strength of concrete slightly. The chloride penetration depth increased as the cycles of dry-wet was increased, adding 0.1% PPF into concrete have the prefect resistance of Cl- penetration. Under salt freezing cycle, the deicer-scaling resistance of concrete is reduced by the addition of Polypropylene fiber. The corner of concrete has the largest Cl- penetration area.

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Advanced Materials Research (Volumes 261-263)

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93-97

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May 2011

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© 2011 Trans Tech Publications Ltd. All Rights Reserved

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[1] Hans W. Reinhardt, concrete materials: high-tech and sustainable, The 4rd International Forum on Advances in Structural Engineering, chapter 3, China Architecture & Building Press (2010).

Google Scholar

[2] Dai jianguo, Song yupu, Zhao guofan, Mechanical significance of low elastic modulus fiberreinforced concrete flexural strength. China concrete and cement products, 1999, 2(1):35~38

Google Scholar

[3] Yi cheng, Pang zhiyu, Dai chengqin, Energy consumption mechanisms of steel fiber, synthetic fiber and their influence on mechanical properties of fiber concrete. Journal of Harbin University of C.E. & Architecture, 1998, 31(6):88~93

Google Scholar

[4] Zhang lihe, Tan muhua, Ma yipin, Wu keru, Study on interface bonding of PP fiber-cementand anti-shrinkage performance. Journal of building materials, 2001, 4(1):17~21

Google Scholar

[5] Qian chunxiang, Geng fei, Li li, Mechanism research on improvement of resistance to plastic shrinkage and cracking of cement mortar by polypropylene fibers. Journal of southeast university, 2005, 35(5): 786~791

Google Scholar

[6] Zhang Yi. Mechanics of chloride ions transportion in concrete . Zhejiang university,2008.

Google Scholar

[7] Pigeon M and R. Pleau, Durability of Concrete in Cold Climates, E&FN Spon, London,(1995)

Google Scholar

[8] Rosli. A and Harnick, Improving the durability of concrete to freezing and deicing salts. Durability of Building Materials and Components, (1980)

DOI: 10.1520/stp36081s

Google Scholar

[9] Kejin wang, Surendra P.Shah and Pariya Phuaksuk, Plastic shrinkage Cracking in Concrete Materials-Influence of Fly Ash and Fibers. ACI Materials Journal, 2001, 98(6):455-464.

DOI: 10.14359/10846

Google Scholar

[10] MASO J C. The bond between aggregates and hydrated cement paste. In: Proceeding of 7th International Congress on the Chemistry of Cement. Vol 3, Paris: Septima, 1980, V II-1/3- V II-1/15.

Google Scholar