2024/08/30 by Toshitsugu Tanaka, Seiya Tanaka, Kimiaki Washino +1
Engineering · Environmental Science · #Granular flow and fluidized beds #Landslides and related hazards #Rock Mechanics and Modeling
paper · pdf · doi:10.1016/j.powtec.2024.120198
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. • The Dynamic Cohesion Force Model (DCFM) has been validated. • DCFM has extensive validity for the DEM simulation of cohesive particles. • DCFM well expresses the fluid-solid phase transition of cohesive granular medium. • DCFM well expresses the stresses in both collision-and contact-dominated flows. • The bond-breaking model explains the validity of DCFM in the solid-state regime.
