4.7 Article

Numerical modelling of granular materials with spherical discrete particles and the bounded rolling friction model. Application to railway ballast

Journal

COMPUTERS AND GEOTECHNICS
Volume 85, Issue -, Pages 220-229

Publisher

ELSEVIER SCI LTD
DOI: 10.1016/j.compgeo.2016.12.034

Keywords

Discrete element method; Bounded rolling friction model; Rolling resistance torque; Railway ballast; Railway track stability

Funding

  1. Spanish MINECO [BIA2012-39172, BIA2015-67263-R]

Ask authors/readers for more resources

The Discrete Element Method (DEM) was found to be an effective numerical method for the calculation of engineering problems involving granular materials. However, the representation of irregular particles using the DEM is a very challenging issue, leading to different geometrical approaches. This document presents a new insight in the application of one of those simplifications known as rolling friction, which avoids excessive rotation when irregular shaped materials are simulated as spheric particles. This new approach, called the Bounded Rolling Friction model, was applied to reproduce a ballast resistance test. (C) 2017 Elsevier Ltd. All rights reserved.

Authors

I am an author on this paper
Click your name to claim this paper and add it to your profile.

Reviews

Primary Rating

4.7
Not enough ratings

Secondary Ratings

Novelty
-
Significance
-
Scientific rigor
-
Rate this paper

Recommended

No Data Available
No Data Available