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Constitutive Modeling of Granular Geo-Materials Under High-Speed Impact
Abstract A constitutive model of crushable granular geomaterials subjected to high pressure/high speed compression is proposed in this study. The proposed model is based on a micromechanical elasticity model of mono-disperse granular materials [2], and it is extended into well-graded ones in a simple manner. A geometrical recursive equation is introduced to describe the confined crushing process of granular materials. High-pressure Equation of States of solid [21] is also incorporated into the model. The basic response of the proposed model is compared with some experimental data.
Constitutive Modeling of Granular Geo-Materials Under High-Speed Impact
Abstract A constitutive model of crushable granular geomaterials subjected to high pressure/high speed compression is proposed in this study. The proposed model is based on a micromechanical elasticity model of mono-disperse granular materials [2], and it is extended into well-graded ones in a simple manner. A geometrical recursive equation is introduced to describe the confined crushing process of granular materials. High-pressure Equation of States of solid [21] is also incorporated into the model. The basic response of the proposed model is compared with some experimental data.
Constitutive Modeling of Granular Geo-Materials Under High-Speed Impact
Matsushima, Takashi (Autor:in) / Sato, Kan (Autor:in)
01.01.2017
12 pages
Aufsatz/Kapitel (Buch)
Elektronische Ressource
Englisch
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