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A split Hopkinson pressure bar technique to determine compressive stress-strain data for rock materials
Authors:D. J. Frew  M. J. Forrestal  W. Chen
Affiliation:(1) Structures Laboratory, Waterways Experiment Station, U.S. Army Engineer Research and Development Center, 39180-6199 Vicksburg, MS;(2) Sandia National Laboratories, 87185-0303 Albuquerque, NM;(3) Department of Aerospace and Mechanical Engineering, University of Arizona, 85721-0119, AZ, Tucson
Abstract:This paper presents a split Hopkinson pressure bar technique to obtain compressive stress-strain data for rock materials. This technique modifies the conventional split Hopkinson bar apparatus by placing a thin copper disk on the impact surface of the incident bar. When the striker bar impacts the copper disk, a nondispersive ramp pulse propagates in the incident bar and produces a nearly constant strain rate in a rock sample. Data from experiments with limestone show that the samples are in dynamic stress equilibrium and have constant strain rates over most of the test durations. In addition, the ramp pulse durations can be controlled such that samples are unloaded just prior to failure. Thus, intact samples that experience strains beyond the elastic region and postpeak stresses can be retrieved for microstructural evaluations. The paper also presents analytical models that predict the time durations for sample equilibrium and constant strain rate. Model predictions are in good agreement with measurements.
Keywords:Hopkinson bar  pulse shaping  rock materials  high strain rate
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