The Discrete Element Method
This page is maintained by Graham
Mustoe
A discrete element algorithm is a numerical technique which solves engineering problems
that are modeled as a large system of distinct interacting general shaped (deformable or
rigid) bodies or particles that are subject to gross motion. Engineering problems that
exhibit such large scale discontinuous behavior cannot be solved with a
conventional
continuum based procedure such as the Finite Element Method. The discrete element
procedure is used to determine the dynamic contact topology of the bodies. It accounts for
complex non-linear interaction phenomena between bodies and numerically solves the
equations of motion. Since the DEM is a very computationally intensive procedure, many
existing computer codes are limited to modeling either two-dimensional or small
three-dimensional problems that employ simple body geometries.
p>Rockfall Fence
The animation illustrates a DEM simulation of a flexible highway rockfall prevention fence
(developed by the Colorado Department of Highways) being impacted by a 1 ton rock moving
at 40 mph. The animation clearly shows the concept of rockfall attenuation which is
gradual slowing of the rock provided by the impact of a flexible structure made of hanging
columns of used truck wheels. Further information such as the prediction of maximum forces
in the structural connections has also been predicted using DEM.
Two Dimensional Particle Flow Code - PARTI-2D
A two-dimensional DEM computer model has been developed for the simulation of particle
flow problems. The major features of the model are:
- Particle systems are modeled with different sized circular particles.
- Particles can be injected and removed at user defined planar locations.
- General description of planar boundaries that may be fixed or subject to prescribed
velocity conditions.
The following animations illustrate:
- Granular media flowing through a series of inclined cascading boundaries. The color of
each particle indicates the average dynamic pressure acting.
- Granular media flowing along a channel with a step that gives a sudden depth change. The
flow behavior predicted in this model is similar to `hydraulic jump' phenomena that is
seen in open channel fluid flow.
Online DEM Publications from the Colorado School of Mines
Links to Research Groups and People Involved in DEM