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DEM simulation of granular media-structure interface: Effects of surface roughness and particle shape. (English) Zbl 0939.74078

From the summary: We present an enhanced discrete element method (DEM) for numerical modelling of particulate media. This method models a particle of general shape by combining several smaller particles of simpler shape, such as a circle, into clusters that act as a single larger particle. The clusters more accurately model the geometry-dependent behaviour of the particles, such as particle interlock and resistance to rolling. The method is implemented within the framework of an existing DEM program without the introduction of new contact or force algorithms. An extensive set of numerical experiments demonstrates the effectiveness of the method.

MSC:

74S30 Other numerical methods in solid mechanics (MSC2010)
74E20 Granularity
Full Text: DOI

References:

[1] Chen, J. Engng. Mech. Div. 113 pp 1665– (1987)
[2] ’A computer model for simulation of progressive, large-scale movements in blocky rock systems’, Proc. Symp. Int. Soc. Rock Mech., Nancy, II, Art. 8 (1971).
[3] ’A computer model for rock-mass behavior using interactive graphics for the input and output of geometric data’, Report AD/A-001.602 U.S. National Technical Information Service, 1974.
[4] and , ’The distinct element method as a tool for research in granular media, Part I’, NSF Report Grant ENG76-20711, 1978.
[5] Cundall, Geotechnique 29 pp 47– (1979)
[6] and , ’The distinct element method as a tool for research in granular media, Part II’, NSF Report Grant ENG76-20711, 1979.
[7] Ting, Engng. Comput. 12 pp 99– (1995)
[8] Dobry, Engng. Comput. 9 pp 129– (1992)
[9] ’Particle-dynamics calculations of shear flow’, in and (eds), Mechanics of Granular Material: New Models and Constitutive Relations, Elsevier, Amsterdam, 1982, pp. 327-338.
[10] Issa, Engng. Comput. 9 pp 211– (1992)
[11] Ting, J. Geotech. Engng. Div. 115 pp 379– (1989)
[12] Ting, Int. J. Numer. Anal. Meth. Geomech. 17 pp 603– (1993)
[13] Trent, Engng. Comput. 9 pp 191– (1992)
[14] and , ’Simulation of rotary-drum and repose tests for frictional spheres and rigid sphere clusters’, Joint DOE/NSF Workshop on Flow of Particulates and Fluids, 20 Sept.-1 Oct 1993, Ithaca, NY.
[15] and , ’Analysis of flow of ore materials in a conveyor transfer chute using discrete element method’, Joint ASME, ASCE, and SES Summer Meeting, 29 June-1 Oct. 1997, Northwestern University, Chicago, IL.
[16] and , Concepts and Applications of Finite Element Analysis, Wiley, New York, 1989. · Zbl 0696.73039
[17] Plesha, J. Engng. Mech. Div. 113 pp 457– (1987)
[18] Campbell, J. Fluid. Mech. 151 pp 167– (1985)
[19] Rowe, Proc. Roy. Soc. 269 pp 500– (1962)
[20] Belytschko, Int. J. Numer. Anal. Meth. Geomech. 8 pp 473– (1984)
[21] Advanced Soil Mechanics, Hemisphere, New York, 1983.
[22] Acar, J. Geotech. Engng. Div. 108 pp 378– (1982)
[23] Tejchman, Int. J. Numer. Anal. Meth. Geomech. 19 pp 513– (1995)
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