Study on the Dynamic Performance of Steel Fiber Reinforced Concrete in SHPB Experiment

Article Preview

Abstract:

It is important to enhance the ductility of high strength concrete (HSC), and one possible direction is to use steel fibers reinforced, named steel fiber reinforced high strength concrete (SFRHSC).In this paper, The crack characteristics of steel fiber reinforced concrete is investigated in the SHPB test. The incident wave and transmission wave varying with the time have been obtained by SHPB experiment. The relationship curve for stress and strain of material concrete has also been obtained.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

140-143

Citation:

Online since:

May 2013

Authors:

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2013 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] Hao H and Zhou XQ. Keynote Paper, Proceedings of the 7th Int Conf on Shock and Impact Loads on Stru, Beijing Publications,October(2007), pp.753-768.

Google Scholar

[2] Comite Euro-International du Beton, CEB-FIP model code, Redwood Books (1990).

DOI: 10.1680/ceb-fipmc1990.35430

Google Scholar

[3] Malvar, L. J. and Crawford, J. E. Twenty-Eighth DDESB Seminar, Orlando, FL(1998).

Google Scholar

[4] Bischoff PH and Perry SH. Materials and Structures', Vol. 2419 (91), pp.425-450.

Google Scholar

[5] Cotsovos DM and Pavlovic MN, Int. J. of Impact Eng., Vol.35, (2008), pp.319-335.

Google Scholar

[6] Hao H, Hao YF, Li ZX. Keynote paper, The 8th international conference on shock & impact loads on structures, Adelaide, Australia (2009)

Google Scholar

[7] Ross CA, Thompson PY and Tedesco JW. ACI Materials Journal, Vol.86-M43, (1989), pp.475-481.

Google Scholar

[8] XIA Changjing , XIE Heping JU Yang. Chinese Journal of Rock Mechanics and Engineering. Vol.25, No.05, (2005),pp .896-902.

Google Scholar

[9] Dj.M. Maric, P.F. Meier and S.K. Estreicher: Mater. Sci. Forum Vol. 83-87 (1992), p.119

Google Scholar