Research Article
Stress Uniformity Analyses on Nonparallel End-Surface Rock Specimen during Loading Process in SHPB Tests
Figure 6
Stress history on two ends of nonparallel end-surface rock specimens when Young’s modulus is 28 GPa: (a) γ = 0%, (b) γ = 0.05%, (c) γ = 0.10%, (d) γ = 0.15%, (e) γ = 0.20%, (f) γ = 0.25%, (g) γ = 0.30%, (h) γ = 0.35%, and (i) γ = 0.40%.
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