A correction methodology to determine the strain-rate effect on the compressive strength of brittle materials based on shpb testing

Y. B. Lu, Q. M. Li*

*Corresponding author for this work

Research output: Contribution to journalArticlepeer-review

23 Citations (Scopus)

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 languageEnglish
Pages (from-to)127-138
Number of pages12
JournalInternational Journal of Protective Structures
Volume2
Issue number1
DOIs
Publication statusPublished - Mar 2011
Externally publishedYes

Keywords

  • Brittle materials
  • High strain-rate
  • Split Hopkinson pressure bar (SHPB)
  • Strain-rate effect

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