Scaling granular material with polygonal particles in discrete element modeling

被引:7
作者
Ahmadi, Alireza [1 ]
Larsson, Stefan [1 ]
Wersall, Carl [1 ]
机构
[1] KTH Royal Inst Technol, Div Soil & Rock Mech, Brinellvagen 23, S-10044 Stockholm, Sweden
来源
PARTICUOLOGY | 2023年 / 75卷
关键词
Particle scaling; Direct shear test; Discrete element method; PFC; Polygonal shape; Granular material; DIRECT SHEAR TESTS; NUMERICAL SIMULATIONS; BREAKAGE CRITERIA; ROLLING FRICTION; DEM SIMULATIONS; CALIBRATION; SHAPE; PARAMETERS; COMPRESSION; VALIDATION;
D O I
10.1016/j.partic.2022.07.005
中图分类号
TQ [化学工业];
学科分类号
0817 ;
摘要
Despite advancements in computational resources, the discrete element method (DEM) still requires considerable computational time to solve detailed problems, especially when it comes to the large-scale models. In addition to the geometry scale of the problem, the particle shape has a dramatic effect on the computational cost of DEM. Therefore, many studies have been performed with simplified spherical particles or clumps. Particle scaling is an approach to increase the particle size to reduce the number of particles in the DEM. Although several particle scaling methods have been introduced, there are still some disagreements regarding their applicability to certain aspects of problems. In this study, the effect of particle scalping on the shear behavior of granular material is explored. Real granular particles were scanned and imported as polygonal particles in the direct shear test. The effect of particle size distri-bution, particle angularity, and the amount of scalping were investigated. The results show that particle scalping can simulate the correct shear behavior of the model with significant improvement in computational time. Also, the accuracy of the scalping method depends on the particle angularity and particle size range. (c) 2022 Chinese Society of Particuology and Institute of Process Engineering, Chinese Academy of Sciences. Published by Elsevier B.V. This is an open access article under the CC BY license (http:// creativecommons.org/licenses/by/4.0/).
引用
收藏
页码:151 / 164
页数:14
相关论文
共 112 条
[1]   Assessment of rolling resistance models in discrete element simulations [J].
Ai, Jun ;
Chen, Jian-Fei ;
Rotter, J. Michael ;
Ooi, Jin Y. .
POWDER TECHNOLOGY, 2011, 206 (03) :269-282
[2]   Geomechanical Modelling of Railroad Ballast: A Review [J].
Alabbasi, Yahia ;
Hussein, Mohammed .
ARCHIVES OF COMPUTATIONAL METHODS IN ENGINEERING, 2021, 28 (03) :815-839
[3]   Spheropolygons:: A new method to simulate conservative and dissipative interactions between 2D complex-shaped rigid bodies [J].
Alonso-Marroquin, F. .
EPL, 2008, 83 (01)
[4]   Mechanics of binary and polydisperse spherical pebble assembly [J].
Annabattula, R. K. ;
Gan, Y. ;
Kamlah, M. .
FUSION ENGINEERING AND DESIGN, 2012, 87 (5-6) :853-858
[5]   Numerical and experimental direct shear tests for coarse-grained soils [J].
Bagherzadeh-Khalkhali, Ahad ;
Mirghasemi, Ali Asghar .
PARTICUOLOGY, 2009, 7 (01) :83-91
[6]   Micromechanical Particle Interactions in Railway Ballast through DEM Simulations of Direct Shear Tests [J].
Bian, Xuecheng ;
Li, Wei ;
Qian, Yu ;
Tutumluer, Erol .
INTERNATIONAL JOURNAL OF GEOMECHANICS, 2019, 19 (05)
[7]  
Boac J.M., 2009, AM SOC AGR BIOL ENG, P1, DOI [10.13031/2013.28840, DOI 10.13031/2013.28840]
[8]   Applications of Discrete Element Method in Modeling of Grain Postharvest Operations [J].
Boac, Josephine M. ;
Ambrose, R. P. Kingsly ;
Casada, Mark E. ;
Maghirang, Ronaldo G. ;
Maier, Dirk E. .
FOOD ENGINEERING REVIEWS, 2014, 6 (04) :128-149
[9]  
Cavarretta I, 2009, AIP CONF PROC, V1145, P833, DOI 10.1063/1.3180057
[10]   Characterization of artificial spherical particles for DEM validation studies [J].
Cavarretta, Ignazio ;
O'Sullivan, Catherine ;
Ibraim, Erdin ;
Lings, Martin ;
Hamlin, Simon ;
Wood, David Muir .
PARTICUOLOGY, 2012, 10 (02) :209-220