Investigation of elemental shape for 3D DEM modeling of interaction between soil and a narrow cutting tool

被引:74
作者
Ono, Ikuya [1 ]
Nakashima, Hiroshi [2 ]
Shimizu, Hiroshi [2 ]
Miyasaka, Juro [2 ]
Ohdoi, Katsuaki [2 ]
机构
[1] Komatsu Ltd, Minato Ku, Tokyo 1078414, Japan
[2] Kyoto Univ, Grad Sch Agr, Div Environm Sci & Technol, Kyoto 6068502, Japan
基金
日本学术振兴会;
关键词
DEM; Soil cutting resistance; Elemental shape; GPU; Specific cutting resistance; SIMULATION; BLADE; DISCRETE; STRESS; MEDIA;
D O I
10.1016/j.jterra.2013.09.001
中图分类号
X [环境科学、安全科学];
学科分类号
083001 [环境科学];
摘要
Discrete Element Method (DEM) has been applied in recent studies of soil cutting tool interactions in terramechanics. Actual soil behavior is well known to be inexpressible by simple elemental shapes in DEM, such as circles for 2D or spheres for 3D because of the excessive rotation of elements. To develop a more effective model for approximating real soil behavior by DEM, either the introduction of a rolling resistance moment for simple elemental shape or the combination of simple elements to form a complex model soil particle shape cannot be avoided. This study was conducted to investigate the effects of elemental shape on the cutting resistance of soil by a narrow blade using 3D DEM. Six elemental shapes were prepared by combining unit spheres of equal elemental radius. Moreover, cutting resistance was measured in a soil bin filled with air-dried sand to collect comparative data. The elemental shape, with an axial configuration of three equal spheres overlapped with each radius, showed similar results of soil cutting resistance to those obtained experimentally for the six elemental shapes investigated. (C) 2013 ISTVS. Published by Elsevier Ltd. All rights reserved.
引用
收藏
页码:265 / 276
页数:12
相关论文
共 25 条
[1]
Simulation of soil-blade interaction for sandy soil using advanced 3D finite element analysis [J].
Abo-Elnor, M ;
Hamilton, R ;
Boyle, JT .
SOIL & TILLAGE RESEARCH, 2004, 75 (01) :61-73
[2]
[Anonymous], 2008, J APPL MECH, DOI DOI 10.2208/JOURNALAM.11.507
[3]
THE STRESS TENSOR IN ANTIGRANULOCYTES SHEAR FLOWS OF UNIFORM, DEFORMABLE DISKS AT HIGH SOLIDS CONCENTRATIONS [J].
BABIC, M ;
SHEN, HH ;
SHEN, HT .
JOURNAL OF FLUID MECHANICS, 1990, 219 :81-118
[4]
A NONLINEAR 3-D FINITE-ELEMENT ANALYSIS OF SOIL FAILURE WITH TILLAGE TOOLS [J].
CHI, L ;
KUSHWAHA, RL .
JOURNAL OF TERRAMECHANICS, 1990, 27 (04) :343-366
[5]
Discrete and continuum modelling of excavator bucket filling [J].
Coetzee, C. J. ;
Basson, A. H. ;
Vermeer, P. A. .
JOURNAL OF TERRAMECHANICS, 2007, 44 (02) :177-186
[6]
Calibration of granular material parameters for DEM modelling and numerical verification by blade-granular material interaction [J].
Coetzee, C. J. ;
Els, D. N. J. .
JOURNAL OF TERRAMECHANICS, 2009, 46 (01) :15-26
[7]
Modeling nonspherical particles using multisphere discrete elements [J].
Favier, JF ;
Abbaspour-Fard, MH ;
Kremmer, M .
JOURNAL OF ENGINEERING MECHANICS-ASCE, 2001, 127 (10) :971-977
[8]
Hakuno M., 1997, SIMULATION RUPTURE T
[9]
Harada T, 2007, T JAPAN SOC COMPUTAT, P1
[10]
Hata S, 1987, CONSTRUCTION MACHINE