Research of Single Granule and Granule Group Motion Model by DEM

Article Preview

Abstract:

Distinct element method (DEM) is based on Newton's second law of motion and the basic law of particles between elements colliding. It's an effective numerical method which widely used in many engineering fields by using dynamic relaxation method on Iterative calculation. By comparing the linear contact model and nonlinear contact model of DEM, Cundall spring-damp-sliding contact model had been selected as our major studying model. Then the coordinate of the contact point, “composite quantity” of each contact unit and the relative velocity between units in this system had been calculated. And finally the numerical simulation on the motion state of single granule and granule group had be done.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

125-129

Citation:

Online since:

August 2011

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2011 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] CUNDALL P A. A computer model for simulating progressive large sc ale movements in blocky system [C] / / Muller Led. Proc Symp Int Soc Rock Mechanics. Rotterdam: Balkama AA, 1971, (1) : 8-12.

Google Scholar

[2] THORNTON C. Interparticle sliding in the presence of adhesion. J Phys D: Appl Phys, 1991, 24: 1942-(1946).

DOI: 10.1088/0022-3727/24/11/007

Google Scholar

[3] Johnson KL (English) with. Contact mechanics. Translated by Xu Bing industries. Beijing: Higher Education Press , 1992. 96-119.

Google Scholar

[4] Mindlin RD, Deresiewicz H. Elastic apheres in contact under varying oblique forces. J Appl Mech, 1953, 20 (3) : 327-344.

DOI: 10.1115/1.4010702

Google Scholar

[5] Johnson KL, Kendall K, Roberts A D. Surface Energy and the contact of elastic solids. Proc R Soc Lond A, 1971, 324: 301-313.

Google Scholar

[6] Savkoor AR, Briggs GA D. The effect of tangential force on the contact of elastic solids in adhesion. Proc R Soc Lond A, 1971, 365: 103-114.

Google Scholar

[7] Oda M, Iwashita K, Kakiuchi T. Importance of particle rotation in the mechanics of granular materials. In: Behringer RP, Jenkins JT, eds. Powder & Grain 97, 1997, 207-214.

Google Scholar

[8] Kishino. Computer analysis of dissipation mechanism in granular media. In: Biarrez J, Gourves R, eds. Powders and Grains, Proc Int Conf Micromech Granular Media. Rotterdam: Balkema AA , 1989. 323-330.

Google Scholar

[9] Lian G, Thornton C, Adams M J. A theoretical study of the liquid bridge forces between two rigid spherical bodies. Journal of Colloid and Interface Science , 1993, 161: 138-147.

DOI: 10.1006/jcis.1993.1452

Google Scholar

[10] ALBERTO DI RENZO, FRANCESCO PAOLO DI MATIO. Comparison of contact-force models for the simulation of collisions in DEM - based granular flow codes [J]. Chemical Engineering Science, 2004, 59: 525-541.

DOI: 10.1016/j.ces.2003.09.037

Google Scholar

[11] CLEARY P W. DEM simulation of industrial particle flows: case studies of dragline excavators, mixing in tumblers and centrifugal mills [J]. Powder Technology, 2000, 109: 83-10.

DOI: 10.1016/s0032-5910(99)00229-6

Google Scholar

[12] ASMAR B N, et al. Validation tests on a distinct element model of vibrateing cohesive particle systems. Computer and Chemical Engineering, 2002, 26: 785-802.

DOI: 10.1016/s0098-1354(01)00772-4

Google Scholar

[13] MISHRA B K, MEHEROTRA S P. Modelling of particle stratification in jigs by the discrete element method. Minerals Engineering, 1998, 11(6): 511-522.

DOI: 10.1016/s0892-6875(98)00033-8

Google Scholar