About the dynamic strength enhancement of concrete-like materials in a split Hopkinson pressure bar test

By Qingming Li, H. Meng. 2003

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A Review of Dynamic Experimental Techniques and Mechanical Behaviour of Rock Materials (2014, background): “Recent progress on the lateral inertia effect has included the following work: Li and co-workers conducted numerical simulation (Li and Meng 2003; Lu et al. 2010) and experimental tests on tubular mortar specimens (Zhang et al.”
Numerical Simulation of the Rock SHPB Test with a Special Shape Striker Based on the Discrete Element Method (2014, methodology): “This conclusion is quite consistent with the results of Li and Meng (2003).”
Further investigation on the dynamic compressive strength enhancement of concrete-like materials based on split Hopkinson pressure bar tests. Part I: Experiments (2009, methodology): “…et al.(2007) recently suggested a method to investigate the effect of the axial strain acceleration on the additional axial stress and radial confinement in a brittle cylindrical sample, which further support the previous findings on SHPB tests of concrete-like materials in Li and Meng(2003).”
Grain-Based Discrete Element Method (GB-DEM) Modelling of Multi-scale Fracturing in Rocks Under Dynamic Loading (2018, background): “1997), or a modified one (Li and Meng 2003; Polanco-Loria et al.”