Abstract
Strain-rate effect on the compressive strength of brittle materials is normally characterized using split Hopkinson pressure bar (SHPB) technique. It has been found recently that the transition strain-rate observed in SHPB tests on concrete-like and other brittle materials represents the start of significant influence of lateral confinement effect, which has been widely misinterpreted as real strain-rate effect. This paper proposes a correction methodology to determine the real strain-rate effect for brittle materials in actual SHPB tests. The proposed method is verified using hybrid numerical simulations and experimental data. A complete procedure to conduct the correction is recommended.
| Original language | English |
|---|---|
| Pages (from-to) | 127-138 |
| Number of pages | 11 |
| Journal | International Journal of Protective Structures |
| Volume | 2 |
| Issue number | 1 |
| DOIs | |
| Publication status | Published - Mar 2011 |
Keywords
- Brittle materials
- High strain-rate
- Split Hopkinson pressure bar (SHPB)
- Strain-rate effect