Influence of Aspect Ratio of Macro Synthetic Fiber on Mechanical Properties of Shotcrete

Article Preview

Abstract:

Influences of moisture content and loading rate on flexural toughness were experimentally studied for fiber reinforced shotcrete (FRSC) with steel fiber or macro synthetic polypropylene fiber. According to the four-point bending test method specified in ASTM C1609 and Chinese standard CECS 13, the flexural toughness of specimens after drying for 0h, 16h, 24h and 72h in condition of (20±2)°C and (60±5)% relative humidity was tested at a loading rate of 0.05 mm/min. For specimens after drying for 24h and 72h, flexural toughness was tested at loading rates of 0.05 mm/min, 0.10 mm/min, and 0.20 mm/min respectively. With the moisture content decreasing, the flexural toughness T100,2.0, first-peak flexural strength, and residual flexural strength at prescribed deflections of FRSC exhibited decreasing tendency. The specimens with 0.5 vol% of steel fiber showed higher T100,2.0 value than that with 0.9 vol% of macro synthetic fiber. The residual strength and flexural toughness of FRSC increased with the increase of loading rate.

You might also be interested in these eBooks

Info:

Periodical:

Advanced Materials Research (Volumes 652-654)

Pages:

1226-1232

Citation:

Online since:

January 2013

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2013 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] Information on http: /www. euclidchemical. com/fileshare/elit/shotcrete. pdf.

Google Scholar

[2] Z.C. Deng: High performance synthetic fibers reinforced concrete (Science press, Beijing 2003). (In Chinese).

Google Scholar

[3] R.X. Shen, Q. Cui and Q.H. Li: Novel fibers reinforced cementitous composites (China building industry press, Beijing 2004). (In Chinese).

Google Scholar

[4] Y.Z. Bi, Z.H. Zhu and W.D. Song: Metal Mine (2007), P. 29(In Chinese).

Google Scholar

[5] H.Y. Liu: Jiangxi Coal Science and Technology (2009), P. 39(In Chinese).

Google Scholar

[6] J.F. Cao, Y.N. Ding: Building Structure Vol. 36 (2006), P. 30(In Chinese).

Google Scholar

[7] V. Bindiganavile, N. Banthia: ACI Materials Journal Vol. 98 (2001), P. 10.

Google Scholar

[8] V. Chernov, H. Zlotnikov and M. Shandalov: Concrete International Vol. 28 (2006), P. 56.

Google Scholar

[9] D. R. Morgan, A. Lobo and L. Rich: Concrete International Vol. 20 (1998), P. 70.

Google Scholar

[10] Z.C. Deng, J.H. Li and et al: Concrete (2006), P. 65(In Chinese).

Google Scholar

[11] B.X. Wang, C.K. Huang and H.N. He, in: The 14th National Conference Proceedings of The Concrete and Prestressed Concrete, edtied by China Civil Engineering Society, Changsha (2007). (In Chinese).

Google Scholar

[12] Ş. Yazıcı, G. İnan and V. Tabak: Construction and Building Materials Vol. 21 (2007), P. 1250.

Google Scholar

[13] K. Marar, Ő. Eren and T. Çelik: Materials Letters Vol. 47 (2001), P. 297.

Google Scholar

[14] A. M. Shende, A. M. Pande: International Journal of Civil and Structural Engineering Vol. 1 (2011), P. 910.

Google Scholar

[15] Z.L. Wang, J. Wu and J.G. Wang: Construction and Building Materials Vol. 24 (2010), P. 559.

Google Scholar

[16] J.Z. Lai, W. Sun and H.X. Dong: Industrial Construction Vol. 36 (2006), P. 94.

Google Scholar

[17] B.X. Wang, C.K. Huang, in: The 11th National Conference Proceedings of The Fiber Reinforced Concrete, edtied by China Civil Engineering Society Publications/Dalian University of Technology Press, Dalian (2006). (In Chinese).

Google Scholar

[18] G.F. Qian, X.B. Gao and C.X. Qian: China Concrete and Cement Products (2010), P. 52.

Google Scholar