Strength and Toughness of Steel Fiber Reinforced Heavy Concrete

Article Preview

Abstract:

This paper presents an experimental study dealing with the toughness of heavy concrete based on the ASTM C1018. Mixtures including 0%, 0.5%, 1.0% and 1.5% of steel fiber content by volume are designated, which are developed based on a mixture used in Kuosheng nuclear power plant in Taiwan. Metallic aggregates of iron shots and iron ore take 48.8% by volume in that mixture. Test results reveal that the compressive strength and rupture modulus of heavy concrete turn out higher than those of normal concrete. In addition, flexural toughness of heavy concrete grow with the steel fiber fraction, which is valid and appropriate for construction of shielding structure and spent fuel cask.

You might also be interested in these eBooks

Info:

Periodical:

Advanced Materials Research (Volumes 512-515)

Pages:

2908-2913

Citation:

Online since:

May 2012

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2012 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] Naaman, A. E., 1984, "Fiber Reinforcement for Concrete," Concrete International, pp.21-25.

Google Scholar

[2] Edgington, J., Hannant, D. J., and Williams, R. I. T., 1974, "Steel Fiber Reinforced Concrete", Building Research Establishment Current Paper CP 69/74.

Google Scholar

[3] M. C. Nataraja, N. Dhang and A. P. Gupta, 2000, "Toughness Characterization of Steel Fiber-reinforced Concrete by JSCE Approach", Cement and Concrete Research, vol. 30, pp.593-597.

DOI: 10.1016/s0008-8846(00)00212-x

Google Scholar

[4] Kan, Y.-C.*, K.-C. Pei and C.-L. Chang, 2004, March, "Strength and Fracture Toughness of Heavy Concrete with Various Iron Aggregate Inclusions," Journal of Nuclear Engineering Design, Vol.228, pp.119-127.

DOI: 10.1016/j.nucengdes.2003.06.008

Google Scholar

[5] ASTM C1018-97, "Standard Test Method for Flexural Toughness and First-Crack Strength of Fiber-Reinforced Concrete (Using Beam With Third-Point Loading)", pp.528-535

DOI: 10.1520/c1018

Google Scholar