SHPB Experimental Investigation used for Concrete

Article Preview

Abstract:

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. The Weibull function is used to describe the damage factor of the concrete. The damage factor of the concrete changing with the time under the impact conditions is obtained by the method of fitting the strain-stress relationship curves.

You might also be interested in these eBooks

Info:

Periodical:

Advanced Materials Research (Volumes 378-379)

Pages:

64-67

Citation:

Online since:

October 2011

Keywords:

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2012 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] H. Kolsky: Proceedings of the Physical Society, Section B Vol. 62 (1949), pp.676-700.

Google Scholar

[2] B. Hopkinson: Philos Trans Roy Soc Vol. A213 (1914), pp.437-452.

Google Scholar

[3] R.M. Davies: Philos Trans Roy Soc London Vol. A240 (1948), pp.375-457.

Google Scholar

[4] L.E. Malvern, D.A. Jenkins and T. Tang, et al. in: Proceedings of Second Symposium on the Interaction of Non-nuclear Munitions with Structures. Florida: U.S. Department of Defense, (1982), pp.194-199.

Google Scholar

[5] C.A. Ross, P.Y. Thompson and J.W. Tedesco: ACI Materials Journal Vol. 86-M43 (1989), pp.475-481.

Google Scholar

[6] H. Hao and B.G. Tarasov: Australian Journal of Structural Engineering Vol. 8 (2008), pp.117-131.

Google Scholar

[7] D.L. Grote, S.W. Park, M. Zhou: International Journal of Impact Engineering Vol. 25 (2001), pp.869-886.

Google Scholar

[8] B.P. Hughes, and A.J. Watson: Magazine of Concrete Research Vol. 30 (1978), pp.189-199.

Google Scholar

[9] R.J. Mainstone: Materials and Structures Vol. 44 (1975), pp.102-116.

Google Scholar