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A thermomechanical breakage model for shock-loaded granular media

A constitutive model is developed for dry granular materials that smoothly transitions across a wide range of pressures and temperatures. This model handles large deformations and is thermomechanically consistent. Ideas from critical-state soil mechanics, which model granular media at relatively low...

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Bibliographic Details
Published in:Journal of the mechanics and physics of solids 2020-04, Vol.137 (C), p.103813, Article 103813
Main Authors: Herbold, E.B., Homel, M.A., Rubin, M.B.
Format: Article
Language:English
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Summary:A constitutive model is developed for dry granular materials that smoothly transitions across a wide range of pressures and temperatures. This model handles large deformations and is thermomechanically consistent. Ideas from critical-state soil mechanics, which model granular media at relatively low pressure via a breakage model, are combined with an equation of state for shock-loaded solids to investigate the compaction of initially unconsolidated brittle granular materials. The resulting constitutive equations provide a fully-coupled model containing a natural transition between granular and solid states through the Helmholtz free energy. The model is calibrated to data with a wide range of pressures and strain rates for Ottawa sand and silica and predictions of the model are compared with static compaction, penetration, and shock-loading results. The difference in Hugoniot temperatures between this calibrated model and a “snow-plow” model are negligible for pressures greater than 8 GPa; well below incipient melting.
ISSN:0022-5096
1873-4782
DOI:10.1016/j.jmps.2019.103813