Influence of particle shape on granular contact signatures and shear strength: new insights from simulations

被引:85
作者
Antony, SJ
Kuhn, MR
机构
[1] Univ Leeds, Sch Proc Environm & Mat Engn, Dept Chem Engn, Inst Particle Sci & Engn, Leeds LS2 9JT, W Yorkshire, England
[2] Univ Portland, Sch Engn, Dept Civil & Environm Engn, Portland, OR 97203 USA
关键词
granular media; contact; stress; heterogeneous materials;
D O I
10.1016/j.ijsolstr.2004.05.067
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
The transmission of force within granular materials is sensitive to local particle arrangements, and because of this strong dependence, contact forces will usually be distributed in a complex, non-uniform manner. Load is transmitted by relatively rigid, heavily stressed chains of particles which form a sparse network of "strong" contacts carrying greater than average normal contact forces. The remaining groups of particles, which separate the strong force chains, are only lightly loaded. Based on computer simulations, we show that this complexity in three-dimensional granular materials can be greatly resolved by considering a single, gross measure of the anisotropic fabric distribution of strong contacts. (C) 2004 Elsevier Ltd. All rights reserved.
引用
收藏
页码:5863 / 5870
页数:8
相关论文
共 24 条
[1]   Size effects in a slowly sheared granular media [J].
Antony, SJ ;
Ghadiri, M .
JOURNAL OF APPLIED MECHANICS-TRANSACTIONS OF THE ASME, 2001, 68 (05) :772-775
[2]  
Antony SJ, 2001, PHYS REV E, V63, DOI 10.1103/PhysRevE.63.011302
[3]   OBSERVATIONS ON STRESS FORCE FABRIC RELATIONSHIPS IN IDEALIZED GRANULAR-MATERIALS [J].
BATHURST, RJ ;
ROTHENBURG, L .
MECHANICS OF MATERIALS, 1990, 9 (01) :65-80
[4]   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
[5]   DISCRETE NUMERICAL-MODEL FOR GRANULAR ASSEMBLIES [J].
CUNDALL, PA ;
STRACK, ODL .
GEOTECHNIQUE, 1979, 29 (01) :47-65
[6]   PHOTOELASTIC VERIFICATION OF A MECHANICAL MODEL FOR FLOW OF A GRANULAR MATERIAL [J].
DRESCHER, A ;
DEJOSSEL.G .
JOURNAL OF THE MECHANICS AND PHYSICS OF SOLIDS, 1972, 20 (05) :337-&
[7]   Fluctuations in granular media [J].
Howell, DW ;
Behringer, RP ;
Veje, CT .
CHAOS, 1999, 9 (03) :559-572
[8]   Smooth convex three-dimensional particle for the discrete-element method [J].
Kuhn, MR .
JOURNAL OF ENGINEERING MECHANICS-ASCE, 2003, 129 (05) :539-547
[9]   FORCE FLUCTUATIONS IN BEAD PACKS [J].
LIU, CH ;
NAGEL, SR ;
SCHECTER, DA ;
COPPERSMITH, SN ;
MAJUMDAR, S ;
NARAYAN, O ;
WITTEN, TA .
SCIENCE, 1995, 269 (5223) :513-515
[10]   Signatures of granular microstructure in dense shear flows [J].
Mueth, DM ;
Debregeas, GF ;
Karczmar, GS ;
Eng, PJ ;
Nagel, SR ;
Jaeger, HM .
NATURE, 2000, 406 (6794) :385-389