DEM Simulation for the Effect of Rolling Resistance on Shear Band

Author:

Tang Hong Xiang1,Zhang Xing1,Chu Xi Hua2

Affiliation:

1. Dalian University of Technology

2. Wuhan University

Abstract

Three different numerical tests, i.e. no rolling test, free rolling test and rolling resistance test, in the framework of discrete element method (DEM) are carried out to simulate the micro-structure development in shear bands. The rotational angles and effective strain in the specimen under different conditions are given out. By contrast, it can be concluded that the development of shear bands in granular material can be simulated well when the rolling resistance is taken into account in DEM.

Publisher

Trans Tech Publications, Ltd.

Reference6 articles.

1. K. Iwashita, M. Oda: Journal of Engineering Mechanics Vol. 124, 285-292 (1998).

2. M.J. Jiang, H.S. Yu, D. Harris: Computers and Geotechnics Vol. 7, 340-357 (2005).

3. X.H. Chu: The discrete particle and coupled discrete-continuum models and numerical methods for granular materials (Dalian University of Technology, Dalian China 2007).

4. M. Oda, K. Iwashita: Mechanics of Granular Materials (A.A. Ballkema, Rotterdam, 1999).

5. K. Iwashita, M. Oda: Powder Technology Vol. 109, 192–205 (2000).

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