Modeling particle rolling behavior by the modified eccentric circle model of DEM

Yi Long Chang, Tsung Hsien Chen, Meng-Chia Weng*

*Corresponding author for this work

Research output: Contribution to journalArticlepeer-review

11 Scopus citations

Abstract

This study proposes a modified eccentric circle model to simulate the rolling resistance of circle particles through the distinct element method (DEM) simulation. The proposed model contains two major concepts: eccentric circle and local rotational damping. The mass center of a circular particle is first adjusted slightly for eccentricity to provide rotational stiffness. Local rotational damping is adopted to dissipate energy in the rotational direction. These associated material parameters can be obtained easily from the rolling behavior of one rod. This study verifies the proposed model with the repose angle tests of chalk rod assemblies, and the simulated results were satisfactory. Simulations using other existing models were also conducted for comparison, showing that the proposed model achieved better results. A landslide model test was further simulated, and this simulation agreed with both the failure pattern and the sliding process. In conclusion, particle rolling simulation using the proposed model appears to approach the actual particle trajectory, making it useful for various applications.

Original languageEnglish
Pages (from-to)851-862
Number of pages12
JournalRock Mechanics and Rock Engineering
Volume45
Issue number5
DOIs
StatePublished - 1 Sep 2012

Keywords

  • Distinct element method
  • Eccentric circle model
  • Rotational damping

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