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 |
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Pages (from-to) | 127-138 |
Number of pages | 12 |
Journal | International Journal of Protective Structures |
Volume | 2 |
Issue number | 1 |
DOIs | |
Publication status | Published - Mar 2011 |
Externally published | Yes |
Keywords
- Brittle materials
- High strain-rate
- Split Hopkinson pressure bar (SHPB)
- Strain-rate effect