Impact Response of Steel Fiber-Reinforced Concrete Using a Split Hopkinson Pressure Bar-Reference-Cited by-同舟云学术

Impact Response of Steel Fiber-Reinforced Concrete Using a Split Hopkinson Pressure Bar

Published:2004-02 Issue:1 Volume:16 Page:54-59
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Lok T. S.¹,Zhao P. J.²

Affiliation:

1. Associate Professor, School of Civil and Environmental Engineering, Nanyang Technological Univ., Singapore.

2. Research Fellow, Centre for Protective Technology, National Univ. of Singapore, Singapore.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290899-1561%282004%2916%3A1%2854%29

Reference18 articles.

1. Impact resistance of steel fiber reinforced concrete.;Banthia N.;ACI Mater. J.,1996

2. Bischoff P. H. and Perry S. H. (1985). “Compressive strain rate effects of concrete.” Proc. Cement-Based Composites: Strain Rate Effects on Fracture S. Mindess and S. P. Shah eds. Materials Research Society Warrendale Pa. 64 151–165.

3. A critical study of the Hopkinson pressure bar

4. Wave Propagation in the Split Hopkinson Pressure Bar

5. Dispersion Investigation in the Split Hopkinson Pressure Bar

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