Granular element method for three-dimensional discrete element calculations

被引:85
作者
Lim, Keng-Wit [1 ]
Andrade, Jose E. [1 ]
机构
[1] CALTECH, Div Engn & Appl Sci, Pasadena, CA 91125 USA
基金
美国国家科学基金会;
关键词
granular element method; discrete element method; discrete mechanics; NURBS; multiscale analysis; MODEL; PARTICLES; ALGORITHM; FORMULATION; SIMULATION; MOTION;
D O I
10.1002/nag.2203
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
This paper endows the recently-proposed granular element method (GEM) with the ability to perform 3D discrete element calculations. By using non-uniform rational B-Splines to accurately represent complex grain geometries, we proposed an alternative approach to clustering-based and polyhedra-based discrete element methods whereby the need for complicated and ad hoc approaches to construct 3D grain geometries is entirely bypassed. We demonstrate the ability of GEM in capturing arbitrary-shaped 3D grains with great ease, flexibility, and without excessive geometric information. Furthermore, the applicability of GEM is enhanced by its tight integration with existing non-uniform rational B-Splines modeling tools and ability to provide a seamless transition from binary images of real grain shapes (e.g., from 3D X-ray CT) to modeling and discrete mechanics computations.Copyright (c) 2013 John Wiley & Sons, Ltd.
引用
收藏
页码:167 / 188
页数:22
相关论文
共 37 条
[1]   Calculation of the incremental stress-strain relation of a polygonal packing [J].
Alonso-Marroquin, F ;
Herrmann, HJ .
PHYSICAL REVIEW E, 2002, 66 (02) :1-021301
[2]   Granular element method for computational particle mechanics [J].
Andrade, Jose E. ;
Lim, Keng-Wit ;
Avila, Carlos F. ;
Vlahinic, Ivan .
COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 2012, 241 :262-274
[3]   Multiscale framework for behavior prediction in granular media [J].
Andrade, Jose E. ;
Tu, Xuxin .
MECHANICS OF MATERIALS, 2009, 41 (06) :652-669
[4]  
[Anonymous], 1990, SOIL BEHAV CRITICAL, DOI DOI 10.1017/CBO9781139878272
[5]  
Ashmawy AK, 2003, INT OFFSHORE POLAR E, P542
[6]   Particle shape effects on packing density, stiffness, and strength: Natural and crushed sands [J].
Cho, GC ;
Dodds, J ;
Santamarina, JC .
JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, 2006, 132 (05) :591-602
[7]   A MICROMECHANICAL DESCRIPTION OF GRANULAR MATERIAL BEHAVIOR [J].
CHRISTOFFERSEN, J ;
MEHRABADI, MM ;
NEMATNASSER, S .
JOURNAL OF APPLIED MECHANICS-TRANSACTIONS OF THE ASME, 1981, 48 (02) :339-344
[8]  
Cohen E., 2001, Geometric Modeling with Splines: An Introduction, V1st
[10]   DISCRETE NUMERICAL-MODEL FOR GRANULAR ASSEMBLIES [J].
CUNDALL, PA ;
STRACK, ODL .
GEOTECHNIQUE, 1979, 29 (01) :47-65