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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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Published in: | Journal of the mechanics and physics of solids 2020-04, Vol.137 (C), p.103813, Article 103813 |
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Main Authors: | , , |
Format: | Article |
Language: | English |
Subjects: | |
Citations: | Items that this one cites Items that cite this one |
Online Access: | Get full text |
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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. |
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ISSN: | 0022-5096 1873-4782 |
DOI: | 10.1016/j.jmps.2019.103813 |