Issue |
EPJ Web Conf.
Volume 249, 2021
Powders & Grains 2021 – 9th International Conference on Micromechanics on Granular Media
|
|
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Article Number | 07004 | |
Number of page(s) | 4 | |
Section | Particle Breakage | |
DOI | https://doi.org/10.1051/epjconf/202124907004 | |
Published online | 07 June 2021 |
https://doi.org/10.1051/epjconf/202124907004
DEM investigation of the effect of particle breakage on compact properties
1
School of Materials Science and Engineering, UNSW Sydney, NSW 2052, Australia
2
School of Metallurgy, Northeastern University, Shenyang 110004, P.R. China
* Corresponding author: r.yang@unsw.edu.au
Published online: 7 June 2021
Particle breakage during compaction affects compaction behavior and the quality of the formed compact. This work conducted a numerical study based on the discrete element method (DEM) to investigate the effect of particle breakage on compaction dynamics and compact properties, including particle size and density distributions, and pore properties. A force-based breakage criterion and Apollonian sphere packing algorithm were employed to characterize particle breakage behavior. The pore structures of the compacts were characterized by the watershed pore segmentation method. Calibrated with experimental data, the model was able to simulate the stress-strain relation comparable with experimental observation. During compaction, the particles were gradually broken from top to bottom with increasing pressure. Both density and pore size of the compacts had relatively uniform distribution at larger stress, while the pore size decreased sharply when the particles started to break, indicating that the smaller fragments in the compact system have a significant effect on the pore size distribution.
A video is available at https://doi.org/10.48448/9040-4760
© The Authors, published by EDP Sciences, 2021
This is an Open Access article distributed under the terms of the Creative Commons Attribution License 4.0, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
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