Experimental Study on Strength and AE Characteristics for PFRC with Different Fiber Content

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Abstract:

Tests for compressive strength and splitting tensile strength were performed on the concrete reinforced by Polypropylene Fiber of two diameters and of three fiber contents respectively and the whole loading process was monitored by acoustic emission (AE) technique. The test results showed that compressive strengths of Polypropylene Fiber Reinforced Concrete (PFRC) changed slightly with the increasing of fiber content but that splitting strengths changed more. The change rule of splitting strengths with fiber content was related to Fiber diameter which would determine a certain average fiber distance in concrete. There existed a bound value of average fiber distance, which was the most favorable to the splitting strength. Nine AE parameters of specimens received from their splitting tests always showed maximum or minimum at a fiber content of 0.6 kg/m3, which meant that these parameters would be helpful to the further research for the action mechanism of fiber in concrete.

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Periodical:

Advanced Materials Research (Volumes 446-449)

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297-302

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January 2012

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© 2012 Trans Tech Publications Ltd. All Rights Reserved

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[1] M. Tavakoli. ACI Special Publication, Vol. 142 (1994), pp.61-72.

Google Scholar

[2] A.M. Alhozaimy, P. Soroushian, F. Mirza. Cement and Concrete Composites, Vol. 18(1996) No 2, pp.85-92.

DOI: 10.1016/0958-9465(95)00003-8

Google Scholar

[3] Yeol Choi, Robert L. Yuan. Cement and Concrete Composites, Vol. 35 (2005) No. 8, pp.1587-1591.

Google Scholar

[4] J. P. Chen, Y. F. Zhang. Journal of Sun yatsen University. Vol. 49 (2010) No. 3, pp.42-46. (In Chinese).

Google Scholar

[5] C. S. Luo. Science technology and engineering. Vol. 11 (2011) No. 4, P. 874-876. (In Chinese).

Google Scholar

[6] Q. Li. Journal of Liaoning University. Vol. 38 (2011) No. 1, pp.83-85. (In Chinese).

Google Scholar

[7] J. B. Su, S. E. L. Guangdong Architecture Civil Engineering. (2000) No. 1, pp.40-44. (In Chinese).

Google Scholar

[8] W. Yao, J. Li, Z. M. Z. Concrete. (2001) No. 10, pp.40-43. (In Chinese).

Google Scholar

[9] Amir Mirmiran, Salam Philip. Vol. 14 (2000) No. (6-7), pp.299-310.

Google Scholar

[10] B. Mouhmid, A. Imad, N. Benseddiq, S. Benmedakhène, A. Maazouz. Polymer Testing. Vol. 25 (2006) No. 4, P. 544-552.

DOI: 10.1016/j.polymertesting.2006.03.008

Google Scholar

[11] J. Bohse. Composites Science and Technology. Vol. 60 (2000) No. 8, pp.1213-1226.

Google Scholar

[12] G. Dogossy, T. Czigány. Polymer Testing, Vol. 25 (2006) No. 3, pp.353-357.

Google Scholar