A coupled discrete element material point method for fluid-solid-particle interactions with large deformations

被引:6
|
作者
Ren, Songkai [1 ,2 ]
Zhang, Pei [2 ]
Galindo-Torres, S. A. [2 ]
机构
[1] Zhejiang Univ, 866 Yuhangtang Rd, Hangzhou 310058, Zhejiang, Peoples R China
[2] Westlake Univ, Sch Engn, Key Lab Coastal Environm & Resources Zhejiang Prov, 18 Shilongshan Rd, Hangzhou 310024, Zhejiang, Peoples R China
基金
中国国家自然科学基金;
关键词
Material point method; Discrete element method; Large deformation; Complex system interactions; MODEL; FLOW; SIMULATION;
D O I
10.1016/j.cma.2022.115023
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
Fluid-solid-particle systems such as water-soil-rock mixtures are very common in many natural processes and engineering applications. However, modelling these complex interactions is still very challenging due to their multi-scale nature. Here, we present a hybrid model that combines the advantages of the two-phase (solid and liquid) Material Point Method (MPM) on handling continuum materials with large deformations and the capability of the Discrete Element Method (DEM) on simulating the mechanical behaviours of rigid particles. Moreover, in our model, the DEM has the ability to deal with non-spherical particles. A new collision detection approach is presented in detail, and a unified DEM style contact force model is proposed to couple MPM with DEM by considering momentum exchanges between particles and continuum phases. The proposed model is validated by several numerical benchmarks, including (1) flows around a cylinder, (2) a block sliding on an inclined plane, (3) projectile impacts a granular medium, and (4) sphere impacts and penetrates into wet granular material. The results match well with analytical solutions and experimental observations, demonstrating this model's capability to efficiently solve complex fluid-solid-particle interactions with large deformations. Finally, an example of column collapse is simulated to show future potential applications of the proposed method.(c) 2022 Elsevier B.V. All rights reserved.
引用
收藏
页数:25
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