Calibration of granular material parameters for DEM modelling and numerical verification by blade-granular material interaction

被引:113
作者
Coetzee, C. J. [1 ]
Els, D. N. J. [1 ]
机构
[1] Univ Stellenbosch, Dept Mech Engn, ZA-7602 Matieland, South Africa
关键词
SOIL; REPRESENTATION; SIMULATIONS; FORCES;
D O I
10.1016/j.jterra.2008.12.004
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
The discrete element method (DEM) is a promising approach to model blade-granular material interactions. The accuracy of DEM models depends on the model parameters. In this study, a calibration process was developed to determine the parameter values. The particle size was the same as the real material and the particle shape was modelled using two spherical particles rigidly clumped together to form a single grain. Laboratory shear tests and compressions tests were used to determine the material internal friction angle and stiffness, respectively. These tests were replicated numerically using DEM models with different sets of particle friction coefficients and particle stiffness values. The shear test results are found to be dependent on both the particle friction coefficient and the particle stiffness. The compression test results show that it is only dependent on the particle stiffness. The combination of shear test and compression test results can be used to determine a unique set of particle friction and particle stiffness values. The calibration process was validated experimentally and numerically by modelling a blade moving through granular material. Results show that the forces acting on the blade can be accurately modelled with DEM and the maximum error is found to be 26%. The relative particle-blade displacements were used to predict the position and shape of the shear lines in front of the blade. A good qualitative correlation was achieved between the experiments and the DEM simulations. (C) 2009 ISTVS. Published by Elsevier Ltd. All rights reserved.
引用
收藏
页码:15 / 26
页数:12
相关论文
共 36 条
[1]  
ALBERT R, 1998, DRAG FORCE GRA UNPUB
[2]   Determination of discrete element model parameters required for soil tillage [J].
Asaf, Z. ;
Rubinstein, D. ;
Shmulevich, I. .
SOIL & TILLAGE RESEARCH, 2007, 92 (1-2) :227-242
[3]   Evaluation of link-track performances using DEM [J].
Asaf, Z ;
Rubinstein, D ;
Shmulevich, I .
JOURNAL OF TERRAMECHANICS, 2006, 43 (02) :141-161
[4]  
ASAF Z, 2005, P 15 INT C ISTVS HAY
[5]  
BOHATIER C, 2000, INT C APPL MECH SACA
[6]  
Cleary PaulW., 1999, Second international conference on CFD in the minerals and process industries, P95
[7]  
COETZEE CJ, 2000, THESIS U STELLENBOSC
[8]  
CORRIVEAU D, 1996, IUTAM S MECH GRAN PO
[9]   DISCRETE NUMERICAL-MODEL FOR GRANULAR ASSEMBLIES [J].
CUNDALL, PA ;
STRACK, ODL .
GEOTECHNIQUE, 1979, 29 (01) :47-65
[10]  
DECHAO Z, 1992, J TERRAMECHANICS, V29, P317, DOI DOI 10.1016/0022-4898(92)90003-3