Internal states of model isotropic granular packings. II. Compression and pressure cycles

被引:52
作者
Agnolin, Ivana [1 ]
Roux, Jean-Noel [1 ]
机构
[1] Inst Navier, Lab Mat & Struct Genie Civil, F-77420 Champs Sur Marne, France
关键词
D O I
10.1103/PhysRevE.76.061303
中图分类号
O35 [流体力学]; O53 [等离子体物理学];
学科分类号
070204 ; 080103 ; 080704 ;
摘要
This is the second paper of a series of three investigating, by numerical means, the geometric and mechanical properties of spherical bead packings under isotropic stresses. We study the effects of varying the applied pressure P (from 1 or 10 kPa up to 100 MPa in the case of glass beads) on several types of configurations assembled by different procedures, as reported in the preceding paper [I. Agnolin and J.-N. Roux, Phys. Rev. E 76, 061302 (2007)]. As functions of P, we monitor changes in solid fraction Phi, coordination number z, proportion of rattlers (grains carrying no force) x(0), the distribution of normal forces, the level of friction mobilization, and the distribution of near neighbor distances. Assuming that the contact law does not involve material plasticity or damage, Phi is found to vary very nearly reversibly with P in an isotropic compression cycle, but all other quantities, due to the frictional hysteresis of contact forces, change irreversibly. In particular, initial low P states with high coordination numbers lose many contacts in a compression cycle and end up with values of z and x(0) close to those of the most poorly coordinated initial configurations. Proportional load variations which do not entail notable configuration changes can therefore nevertheless significantly affect contact networks of granular packings in quasistatic conditions.
引用
收藏
页数:11
相关论文
共 44 条
[21]   Stability, bifurcation, and softening in discrete systems: A conceptual approach for granular materials [J].
Kuhn, Matthew R. ;
Chang, Ching S. .
INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES, 2006, 43 (20) :6026-6051
[22]   On the applicability of cross-anisotropic elasticity to granular materials at very small strains [J].
Kuwano, R ;
Jardine, RJ .
GEOTECHNIQUE, 2002, 52 (10) :727-749
[23]  
Makse HA, 2004, PHYS REV E, V70, DOI 10.1103/PhysRevE.70.061302
[24]   Why effective medium theory fails in granular materials [J].
Makse, HA ;
Gland, N ;
Johnson, DL ;
Schwartz, LM .
PHYSICAL REVIEW LETTERS, 1999, 83 (24) :5070-5073
[25]   Packing of compressible granular materials [J].
Makse, HA ;
Johnson, DL ;
Schwartz, LM .
PHYSICAL REVIEW LETTERS, 2000, 84 (18) :4160-4163
[26]   Indeterminacy and the onset of motion in a simple granular packing -: art. no. 021304 [J].
McNamara, S ;
García-Rojo, R ;
Herrmann, H .
PHYSICAL REVIEW E, 2005, 72 (02)
[27]  
MiDi GDR, 2004, EUR PHYS J E, V14, P341, DOI [10.1140/epje/i2004-10022-4, 10.1140/epje/i2003-10153-0]
[28]  
Mitchell J.K., 2005, FUNDAMENTALS SOIL BE, V3
[29]   Jamming at zero temperature and zero applied stress: The epitome of disorder [J].
O'Hern, CS ;
Silbert, LE ;
Liu, AJ ;
Nagel, SR .
PHYSICAL REVIEW E, 2003, 68 (01) :19
[30]  
POULIQUEN O, POWDERS GRAINS, P859