DEM analysis of cohesive granular shear flow using dynamic adhesion force model - Model validation for contact-dominated regime

被引:1
|
作者
Tanaka, Toshitsugu [1 ]
Tanaka, Seiya [1 ]
Washino, Kimiaki [1 ]
Tsuji, Takuya [1 ]
机构
[1] Osaka Univ, Dept Mech Engn, 2-1 Yamada Oka, Suita, Osaka, Japan
关键词
DEM simulation; Cohesion force; Granular shear flow; Contact-dominated regime; Fluid-solid phase transition; DISCRETE ELEMENT MODEL; FLUIDIZATION BEHAVIOR; SIMULATION; STIFFNESS; PARTICLES;
D O I
10.1016/j.powtec.2024.120198
中图分类号
TQ [化学工业];
学科分类号
0817 ;
摘要
When the DEM simulations are performed, the particle stiffness of the Discrete Element Method (DEM) is often reduced to reduce the computational cost. The Dynamic Adhesion/Cohesion Force Model (DAFM/DCFM) was proposed for adhesive/cohesive particles to make the effect of adhesion/cohesion force on the collisional motion of a particle with a reduced particle stiffness equivalent to that of the original system. This study validates the applicability of DCFM to the contact-dominated regime by means of a series of DEM simulations of two-dimensional simple shear flow of cohesive spherical particles. The results demonstrate that DCFM accurately represents the cohesive nature of the original system with respect to the fluid-to-solid phase transition of granular medium due to a reduction in shear rate, as well as the shear stress of the granular medium. It is demonstrated that the bond-breaking model proposed in the present study describes well the validity of DCFM in the contact-dominated regime.
引用
收藏
页数:17
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