Algorithm to Generate a Discrete Element Specimen with Predefined Properties

作者：Dang H K; Meguid M A^*

来源：International Journal of Geomechanics, 2010, 10(2): 85-91.

DOI：10.1061/(ASCE)GM.1943-5622.0000028

• Discrete element method
• Geotechnical engineering
• Packing
• Grain-size distribution
• Porosity
• Dynamic packing

The discrete element method is a powerful numerical tool in simulating the behavior of granular materials. It bridges the gap between continuum mechanics and physical modeling investigations. In spite of the significant achievements to date, some major problems are yet to be solved including the development of realistic large-scale models with initial conditions similar to those encountered in real problems. This paper introduces a computational method to generate a large-scale packing with predefined porosity and grain-size distribution in three-dimensional space based on a small initial sample packing. The developed method is implemented into an open-source computer code and used to generate specimens with known properties. The results showed that, under static condition, specimens generated using the proposed algorithm exhibited realistic behavior suitable for geotechnical applications. In addition, the controlled structure of the initial sample packing is successfully transferred to the final packing.

• 出版日期2010-4
• 单位McGill