Parameters and contact models for DEM simulations of agricultural granular materials: A review

2016 ◽  
Vol 147 ◽  
pp. 206-225 ◽  
Author(s):  
Józef Horabik ◽  
Marek Molenda
2013 ◽  
Author(s):  
Juan Carlos Quezada ◽  
Gilles Saussine ◽  
Pierre Breul ◽  
Farhang Radjai

2011 ◽  
Vol 682 ◽  
pp. 590-616 ◽  
Author(s):  
JIN SUN ◽  
SANKARAN SUNDARESAN

A constitutive model is developed for the complex rheology of rate-independent granular materials. The closures for the pressure and the macroscopic friction coefficient are linked to microstructure through evolution equations for coordination number and fabric. The material constants in the model are functions of particle-level properties and are calibrated using data generated through simulations of steady and unsteady simple shear using the discrete element method (DEM). This model is verified against DEM simulations at complex loading conditions.


2021 ◽  
Vol 24 (1) ◽  
Author(s):  
Xizhong Chen ◽  
Di Peng ◽  
John P. Morrissey ◽  
Jin Y. Ooi

AbstractBonded contact models have been increasingly used in the discrete element method (DEM) to study cemented and sintered particulate materials in recent years. Several popular DEM bond models have been proposed in the literature; thus it is beneficial to assess the similarities and differences between the different bond models before they are used in simulations. This paper identifies and discusses two fundamental types of bond models: the Spring Bond Model where two bonded particles are joined by a set of uniform elastic springs on the bond’s cross-section, and the Beam Bond Model in which a beam is used to connect the centres of two particles. A series of cantilever beam bending simulation cases were carried out to verify the findings and assess the strength and weakness of the bond models. Despite the numerous bond models described in the literature, they can all be considered as a variation of these two fundamental model types. The comparative evaluation in this paper also shows that all the bond models investigated can be unified to a general form given at a predefined contact point location.


2009 ◽  
Vol 11 (4) ◽  
pp. 221-236 ◽  
Author(s):  
Christophe Salot ◽  
Philippe Gotteland ◽  
Pascal Villard

2017 ◽  
Vol 28 (9) ◽  
pp. 2198-2210 ◽  
Author(s):  
Kai Wu ◽  
Sébastien Rémond ◽  
NorEdine Abriak ◽  
Patrick Pizette ◽  
Frédéric Becquart ◽  
...  

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