Calibration of Dem Simulation of Cohesive Particles

DEM is a useful instrument to successfully design, optimise or simply analyse systems and equipment for granular materials in many applications where interparticle forces play a key role. In this paper, a study on the calibration of the parameters for the description of interparticle forces in DEM model is presented. Two different models for the interparticle forces have been used: a Hertz-Mindlin with Johnson-Kendall-Roberts (JKR) cohesive model and a Hertz-Mindlin with Linear cohesion model. By changing the model parameter and the time step, the simulations allow to evaluate the adhesion force between two particles. The calibrated value of the parameter can be chosen by a comparison between the force estimated, that is evaluated by means of the Rumpf-Molerus equation and that dependent on the Hamaker constant, with the simulation. However, it seems that both models are not suitable if a low time step is used. In fact, a small change of the model parameter could lead to a completely wrong estimation of the interparticle force.

[1]  Rui Zhang,et al.  Simulation on mechanical behavior of cohesive soil by Distinct Element Method , 2006 .

[2]  Aibing Yu,et al.  CFD-DEM study on cohesive particles in a spouted bed , 2017 .

[3]  Torsten Gröger,et al.  Modelling and measuring of cohesion in wet granular materials , 2003 .

[4]  Hermann Nirschl,et al.  Simulation of particles and sediment behaviour in centrifugal field by coupling CFD and DEM , 2013 .

[5]  R. D. Mindlin Elastic Spheres in Contact Under Varying Oblique Forces , 1953 .

[6]  H. Hertz Ueber die Berührung fester elastischer Körper. , 1882 .

[7]  M. Marigo,et al.  Discrete Element Method (DEM) for Industrial Applications: Comments on Calibration and Validation for the Modelling of Cylindrical Pellets , 2015 .

[8]  C. J. Coetzee,et al.  Review: Calibration of the discrete element method , 2017 .

[9]  Paola Lettieri,et al.  A comparison between interparticle forces estimated with direct powder shear testing and with sound assisted fluidization , 2018 .

[10]  The Collected Papers of Raymond D. Mindlin Volume I , 1989 .

[11]  O. Molerus,et al.  Theory of yield of cohesive powders , 1975 .

[12]  K. Kendall,et al.  Surface energy and the contact of elastic solids , 1971, Proceedings of the Royal Society of London. A. Mathematical and Physical Sciences.

[13]  P. Eberhard,et al.  A discrete element model and its experimental validation for the prediction of draft forces in cohesive soil , 2014 .

[14]  D. Barletta,et al.  Experiments and simulation of torque in Anton Paar powder cell , 2018 .

[15]  Raymond D. Mindlin,et al.  Compliance of elastic bodies in contact , 1949 .

[16]  D. Barletta,et al.  Correlation of powder flow properties to interparticle interactions at ambient and high temperatures , 2014 .

[17]  D. Barletta,et al.  Bulk flow properties of sieved samples of a ceramic powder at ambient and high temperature , 2016 .

[18]  Enrique Rame,et al.  DEM Simulation of a Schulze Ring Shear Tester , 2009 .