[1]
ABTAMAS D A. Effect of rate of application of load on the compressive strength of concrete [J]. ASTMJ, 1917, 17(2): 364-377.
Google Scholar
[2]
YAN D M, LIN G, XU P. Dynamic strength and deformation of concrete in triaxial stress states [J], Engineering Mechanics, 2017 24(3): 58-64.
Google Scholar
[3]
LI X Z. Strain rate effect on mechanical properties of concrete [J], Journal of Chang'an University (Natural Science Editio, 2012, 32(2): 82-86.
Google Scholar
[4]
XIAO S Y, LIN G, LU J Z, WANG Z. Effect of strain rate on dynamic behavior of concrete in compression [J], Journal of Dalian University of Technology 2001, 41(6): 721-725.
Google Scholar
[5]
Li Q M, Meng. H. About the dynamic strength enhancement of concrete-like materials in a spilit Hopkinson pressive bar test [J]. International Journal of Solids and Structures. 2003, 40(2): 343-360.
DOI: 10.1016/s0020-7683(02)00526-7
Google Scholar
[6]
FORRESTAL.M J.WRIGHT T W.CHEN W. The effect of radial inertia on brittle samples during the split Hopkinson pressure bar test [J]. International Journal of Impact Engineering. 2007. 34(3): 405-411.
DOI: 10.1016/j.ijimpeng.2005.12.001
Google Scholar
[7]
HAO Y, HAO H, LI Z X. Numerical analysis of concrete material properties at high strain rate under direct tension [J]. International Journal of Impact Engineering, 2011, 39(1): 51-62.
DOI: 10.1016/j.ijimpeng.2011.08.006
Google Scholar
[8]
LU Y B, WU H J, ZHAO L MA micro-mechaincal model for dynamic tensile strength of concrete-like materials [J]. Explosion and Shock Wave. 2013, 33(3): 275-281.
Google Scholar
[9]
KIPP M E, Grady D E, Chen E P. Strain-rate dependent fracture initiation [J]. International Journal of Fracture, 1980, 16(5): 471-478.
DOI: 10.1007/bf00016585
Google Scholar