会议专题

QUASI-STATIC SIMULATIONS OF COMPACT POLYDISPERSE PARTICLE SYSTEMS

The Discrete Element Method (DEM) was originally devised by Cundall and Strack (1979) as a technique to examine the micromechanics of granular media with the anticipation that this would lead to more physically reliable continuum theories to describe the quasi-static deformation of granular material such as sand. However, the methodology models the evolution of a system of panicles as a dynamic process. Consequently there have been numerous publications of the application of DEM to an increasingly wider variety of problems in many areas of engineering and science. This paper, however,focuses on the original motivation for DEM and attempts to provide a state-of-the-art understanding of thequasi-static deformation of granular media.

Discrete Element Method quasi-static deformation granular media

Colin Thornton

School of Civil Engineering University of Birmingham,UK

国际会议

国际离散元及非连续介质力学数值模拟研讨会(北京离散元08)(International Symposium RCUK-China Summer School on Discrete Element Methods and Numerical Modelling of Discontinuum Mechanics)(Beijing DEM08)

北京

英文

100-112

2008-09-24(万方平台首次上网日期,不代表论文的发表时间)