| Issue |
EPJ Web Conf.
Volume 340, 2025
Powders & Grains 2025 – 10th International Conference on Micromechanics on Granular Media
|
|
|---|---|---|
| Article Number | 02008 | |
| Number of page(s) | 4 | |
| Section | Rheology and Constitutive Modelling | |
| DOI | https://doi.org/10.1051/epjconf/202534002008 | |
| Published online | 01 December 2025 | |
https://doi.org/10.1051/epjconf/202534002008
Numerical study of simple shear dense granular flow of frictional elongated and flattened particles
1 Institute of Civil Engineering, Institute of Materials, École Polytechnique Fédérale de Lausanne, CH 1015 Lausanne, Switzerland
2 Computational Chemistry, Lund University, Lund SE-221 00, Sweden
* e-mail: This email address is being protected from spambots. You need JavaScript enabled to view it.
Published online: 1 December 2025
Abstract
Non-spherical particles play a crucial role in industrial and geological flows, however, a comprehensive description of their rheology as a function of inertial number and asphericity remains incomplete. In this study, we examine the influence of particle shape using spheroidal particles through simulations of simple shear flow under Lees-Edwards boundary conditions, focusing on the dense flow regime at constant applied pressure. Highly flattened, i.e. oblate lentil-like, particles manifest significantly fewer contacts and lower volume fraction, compared to elongated i.e. prolate rice-like, ones with the same shape ratio. The effective friction shows a non-monotonic dependence on the aspect ratio, and slightly flattened spheroids display a negative first normal stress difference. Furthermore, non-spherical particles tend to align their major axis with the flow, and energy dissipation becomes localized along this direction. As asphericity increases, tangential forces contribute increasingly to the overall shear stress.
© The Authors, published by EDP Sciences, 2025
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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