Shear bands in dense metallic granular materials

被引:51
作者
Hu, N [1 ]
Molinari, JF [1 ]
机构
[1] Johns Hopkins Univ, Dept Mech Engn, Baltimore, MD 21218 USA
关键词
shear band; metallic granular material; dense packing; plasticity; cohesion;
D O I
10.1016/j.jmps.2003.08.003
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
In this paper, the phenomenon of strain localization, i.e., shear banding, in densely distributed metallic assemblies has been studied. A discrete element methodology for analyzing metallic granular materials has been put forward. In this numerical model, elastoplastic contact, as well as friction, rolling resistance and cohesion between spheres, are explicitly taken into account. The calculations reveal that the shear banding mechanism in dense assemblies can be thought as an instability triggered by initial imperfections. Within a band, the motion, deformation and rearrangement of spheres soften the resistance of the aggregate, as these mechanisms create additional geometric imperfections. Additionally, the simulations showed that the shear-band width does not change conclusively with the friction, rolling resistance and plasticity parameters. However, cohesive strength, even in small amounts, drastically increased the shear-band width. Finally, the shear-band thickness and inclination angles are strongly dependent on the degree of initial imperfection. Whereas for a perfect assembly the shear band inclinations were consistently around 60degrees, more heterogeneous assemblies lead to shear band angles closer to the continuum mechanics solution, which is 45degrees. This was found to be in agreement with recent experimental observations. (C) 2003 Elsevier Ltd. All rights reserved.
引用
收藏
页码:499 / 531
页数:33
相关论文
共 32 条
[1]   Granular materials: constitutive equations and strain localization [J].
Anand, L ;
Gu, C .
JOURNAL OF THE MECHANICS AND PHYSICS OF SOLIDS, 2000, 48 (08) :1701-1733
[2]   A NUMERICAL INVESTIGATION OF THE STRUCTURE OF PERSISTENT SHEAR BANDS IN GRANULAR MEDIA [J].
BARDET, JP ;
PROUBET, J .
GEOTECHNIQUE, 1991, 41 (04) :599-613
[3]   SHEAR-BAND ANALYSIS IN IDEALIZED GRANULAR MATERIAL [J].
BARDET, JP ;
PROUBET, J .
JOURNAL OF ENGINEERING MECHANICS-ASCE, 1992, 118 (02) :397-415
[4]   OBSERVATIONS ON STRESS FORCE FABRIC RELATIONSHIPS IN IDEALIZED GRANULAR-MATERIALS [J].
BATHURST, RJ ;
ROTHENBURG, L .
MECHANICS OF MATERIALS, 1990, 9 (01) :65-80
[5]   Analysis of shear band bifurcation with a hypoplastic model for a pressure and density sensitive granular material [J].
Bauer, E .
MECHANICS OF MATERIALS, 1999, 31 (09) :597-609
[6]   DISCRETE NUMERICAL-MODEL FOR GRANULAR ASSEMBLIES [J].
CUNDALL, PA ;
STRACK, ODL .
GEOTECHNIQUE, 1979, 29 (01) :47-65
[7]  
CUNDALL PA, 1971, P S INT SOC ROCK MEC, V2, P235
[8]  
ELMESTKAWY M, 1998, THESIS STAT U NEW YO
[9]   Strain localization and undrained steady state of sand [J].
Finno, RJ ;
Harris, WW ;
Mooney, MA ;
Viggiani, G .
JOURNAL OF GEOTECHNICAL ENGINEERING-ASCE, 1996, 122 (06) :462-473
[10]   ON THE COLD COMPACTION OF POWDERS [J].
FLECK, NA .
JOURNAL OF THE MECHANICS AND PHYSICS OF SOLIDS, 1995, 43 (09) :1409-1431