Hybrid continuum–discrete simulation of granular impact dynamics

被引:0
|
作者
Yupeng Jiang
Yidong Zhao
Clarence E. Choi
Jinhyun Choo
机构
[1] The University of Hong Kong,Department of Civil Engineering
[2] KAIST,Department of Civil and Environmental Engineering
来源
Acta Geotechnica | 2022年 / 17卷
关键词
Continuum–discrete coupling; Discrete element method; Granular impact; Material point method; Solid–granular interaction;
D O I
暂无
中图分类号
学科分类号
摘要
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.
引用
收藏
页码:5597 / 5612
页数:15
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