Experimental Study on Flexural Toughness of SFRC

Author:

Li Chang Yong1,Song Li Sha2,Sun Li2,Cao Chen Jie2,Xing Tong2

Affiliation:

1. North China University of Water Source and Electric Power

2. North China University of Water Resources and Electric Power

Abstract

This paper introduces the test results of the flexural performance of CF40 steel fiber reinforced concrete (SFRC) designed by the binary superposition mix design method. The flexural strength and flexural load ~ deflection curves were got from the test SFRC specimens with the different fraction of steel fiber by volume and the different thickness of cement paste wrapping steel fibers. The effects of the fraction of steel fiber by volume and the thickness of cement paste on the flexural strength and toughness of SFRC are analyzed. It is demonstrated that the flexural toughness of SFRC increases with the increase of the fraction of steel fiber by volume, the reasonable thickness of cement paste wrapping steel fibers is 1.0mm.

Publisher

Trans Tech Publications, Ltd.

Reference7 articles.

1. CECS38: 2004, Technical Specification for Fiber Reinforced Concrete Structures, China Plan Press, Beijing, (2004).

2. ASTM C1550-02, Standard Test Method for Flexural Toughness of Fiber Reinforced Concrete (Using Centrally Loaded Round Panle), ASTM International, USA, (2002).

3. S. Zhao, X. Sun and C. Li, Flexural toughness of steel fiber reinforced high-strength concrete, Journal of Building Materials, 1 (2003) 95-99.

4. S. Zhao, H. Du and X. Qian, C. Li, Study on direct mix design method for steel fiber reinforced high-strength concrete, China Civil Engineering, 7 (2008) 1-6.

5. S. Zhao, H. Huo, C. Song, L. Song, Binary superposition mix design method for SFRC Part I: principle and evaluation, Advanced Materials Research, Vols. 168-170 (2011) 2186-2190.

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