Crack Growth Resistance of Hybrid Fiber-Reinforced Cement Matrix Composites

Author:

Chen Ying12,Qiao Pizhong12

Affiliation:

1. Postdoctoral Fellow, State Key Laboratory of Hydrology-Water Resources and Hydraulic Engineering, and College of Water Conservancy and Hydropower Engineering, Hohai Univ., Nanjing, 210098, P. R. China; formerly, Associate Professor, Dept. of Civil Engineering, Shandong Univ., Jinan, 250061, P. R. China.

2. Professor, Dept. of Civil and Environmental Engineering, Washington State Univ., Pullman, WA 99164-2910; and Cheung Kong Scholar, State Key Laboratory of Hydrology-Water Resources and Hydraulic Engineering, Hohai Univ., Nanjing, 210098, P. R. China (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Aerospace Engineering,General Materials Science,Civil and Structural Engineering

Reference16 articles.

1. ASTM. (1997). “Standard test method for plane-strain fracture toughness of metallic materials.” E399-90 West Conshohocken PA.

2. Toughness enhancement in steel fiber reinforced concrete through fiber hybridization

3. Toughness measurement — the need to think again

4. Barr B. Taylor M. and Lydon F. D. (1995). “Fracture toughness of high strength fibre reinforced cement composites.” Real World Concrete Proc. R. N. Swamy Symp. Part of Proc. 5th CANMET/AC1 Int. Conf. G. Singh ed. Milwaukee 145–163.

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