Hybrid continuum-discrete simulation of granular impact dynamics

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Granular impact-the dynamic intrusion of solid objects into granular media-is widespread across scientific and engineering applications including geotechnics. Existing approaches to the simulation of granular impact dynamics have relied on either a purely discrete method or a purely continuum method. Neither of these methods, however, is deemed optimal from the computational perspective. Here, we introduce a hybrid continuum-discrete approach, built on the coupled material-point and discrete-element method (MP-DEM), for simulation of granular impact dynamics with unparalleled efficiency. To accommodate highly complex solid-granular interactions, we enhance the existing MP-DEM formulation with three new ingredients: (i) a robust contact algorithm that couples the continuum and discrete parts without any interpenetration under extreme impact loads, (ii) large deformation kinematics employing multiplicative elastoplasticity, and (iii) a trans-phase constitutive relation capturing gasification of granular media. For validation, we also generate experimental data through laboratory measurement of the impact dynamics of solid spheres dropped onto dry sand. Simulation of the experiments shows that the proposed approach can well reproduce granular impact dynamics in terms of impact forces, intrusion depths, and splash patterns. Furthermore, through parameter studies on material properties, model formulations, and numerical schemes, we identify key factors for successful continuum-discrete simulation of granular impact dynamics.
Publisher
Springer
Issue Date
2022-12
Language
English
Article Type
Article
Citation

Acta Geotechnica, v.17, no.12, pp.5597 - 5612

ISSN
1861-1125
DOI
10.1007/s11440-022-01598-2
URI
http://hdl.handle.net/10203/300247
Appears in Collection
CE-Journal Papers(저널논문)
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