Dynamic Mechanical Properties of Porous Rock under Impact Loading

Article Preview

Abstract:

Dynamic impact experiments of man-made rock were carried out with the Split Hopkinson Pressure Bar (SHPB) apparatus in this paper. The impact process was analyzed and the influence of rock porosity on dynamic mechanical behavior was investigated. The stress-strain curves in rock were obtained by the one-dimensional stress wave theory. The curve lays foundation for numeric simulation of rock fracture under impact loading. The damage profiles of rock specimen under the impact loading show that the man-made rock exhibits obvious shear damage under the impact loading because it is a typical porous medium containing large quantities of defects such as pores, cracks and grain boundaries at the microscale. The experimental results also indicated that rock porosity plays an important role in dynamic mechanical behavior.

You might also be interested in these eBooks

Info:

Periodical:

Advanced Materials Research (Volumes 228-229)

Pages:

5-9

Citation:

Online since:

April 2011

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2011 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] H. Xie, Fractals in rock mechanics, Science Press, Beijing, pp.93-96 (1996).

Google Scholar

[2] P. B. Attwell, Response of rock to high velocity impact. Trans Inst Min Metal, 71(1962), pp.705-724.

Google Scholar

[3] R. L. Shan, Y. S. Xue, Q. Zhang, Time dependent damage model of rock under dynamic loading. Chinese Journal of Rock Mechanics and Engineering, Vol. 22(2003), No. 11, p.1771–1776.

Google Scholar

[4] R. L. Shan, Y. S. Jiang, B. Q. Li, Obtaining dynamic complete stress-strain curves for rock using the Split Hopkinson Pressure Bar technique. International Journal of Rock Mechanics and Mining Sciences, 37(2000): pp.983-992.

DOI: 10.1016/s1365-1609(00)00031-9

Google Scholar

[5] D. J. Reddish, L. R. Stace , P. Vanichkobchinda et al.,. Numerical simulation of the dynamic impact breakage testing of rock. International Journal of Rock Mechanics and Mining Sciences, Vol. 42(2005), No. 2, pp.167-176.

DOI: 10.1016/j.ijrmms.2004.06.004

Google Scholar

[6] H. Kolsky, An investigation of mechanical properties of materials at very high rates of loading. Proc Phys Soc, 62, pp.676-701. (1949).

DOI: 10.1088/0370-1301/62/11/302

Google Scholar

[7] A. Kumar, Effect of stress rate and temperature on the strength of basalt and granite. Geophysics. Vol. 33(1968), No. 3, pp.501-510.

DOI: 10.1190/1.1439947

Google Scholar

[8] X. M. Liu and S. S. Hu. Wave propagation Characteristics in cone bars used for variable cross-section SHPB. Explosion and Shock Waves, Vol. 20(2000), No. 2, pp.110-114.

Google Scholar

[9] L. L. Wang, T. X. Yu, Y. C. Li, Development of impact dynamics, Publishing House of China University of Science and Technology, Hefei. (1992).

Google Scholar

[10] J. A. Zukas, High velocity impact dynamics, Wiley-Interscience, New York, pp.139-156. (1990).

Google Scholar

[11] Z. X. Dong and R.L. Shan, Research on the failure pattern and strength properties of rock under dynamic loading. Explosive Materials, Vol. 21(2000), No. 1, pp.1-5.

Google Scholar