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DEM simulations of quasi-static shear deformation of granular media

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Treść / Zawartość
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Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
Results are presented of numerically simulated three dimensional quasi-static shear deformation of polydisperse systems of spheres. Results of axisymmetric compression test simulations are reported for both dense and loose systems. The versatility of numerical simulation is demonstrated by presenting results obtained from simulations of general radial deviatoric loading, a constant deviatoric strain test and a multi-axial plane strain test. In all cases, the simulated stress-strain dilation responses are in excellent qualitative agreement with the behaviour of granular materials observed in physical experiments.
Rocznik
Strony
461--472
Opis fizyczny
Bibliogr. 19 poz., rys.
Twórcy
autor
  • Civil and Mechanical Engineering Division, School of Engineering and Applied Science, Aston University, Aston Triangle, Birmingham B4 7ET, UK Eng. Div., Aston Univ., Birmingham, UK
Bibliografia
  • [1] Cundatl P. A., Strack O. D. L. (1979), A discrete numerical mcdel for granular assemblies, Geotechnique 29, <7-65
  • [2] Cundall P. A., Strack O. D. L. (1983), Modeling of microscopic mechanisms in granular materials, In Mechanics of Granular Materials: New Models and Constitutive Relationships, Eds. J. T. Jenkins & M. Satake, pp. 137-149, Amsterdam: Elsevier
  • [3] Thornton C., Barnes D. J. (1986), Computer simulated deformation of compact granular assemblies, Acta Met-hanica 64,45-6!
  • [4] Rothenburg L., Bathurst R. J. (1989), An analytical study of induced anisotropy in idealised granular materials, Cieotechnique 39,601-614
  • [5] Cundall P. A. (1988), Computer simulations of dense sphere assemblies, In Micromechanics of Granular V. aterials, Eds. M. Satake, J. T. Jenkins, pp. 113-123, Amsterdam: Elsevier
  • [6] Thornton C., Yin K. K. (1991), Impact of elastic spheres with and without adhesion, Powder Technology 65,153-166
  • [7] Barnes D. J. (1985), A study oj the micro-mechanics of granular material, PhD thesis, Aston University
  • [8] Thornton C. (1993), On the relationship between the modulus of particulate media and the surface energy of the constituent particles, J. Phys. D: Appl. Phys. 26, 1587- 1591
  • [9] Thornton C., Randall C. W. (1983), Applications of theoretical contact mechanics to solid particle system simulations, In Micromechanics of Granular Materials, Eds. M. Satake & J. T. Jenkins, pp. 245-252, Amsterdam: Elsevier
  • [10] Thornton C., Sun G. (1994), Numerical simulation of general 3D quasi-static shear deformation of particulate media, In Numerical Methods in Geotechnical Engineering, Ed. I. M. Smith, pp. 143-148, Rotterdam: Balkema
  • [11] Thornton C. (1998), Numerical simulations of deviatoric shear deformation of granular media, (submitted for publication in Geotechnique)
  • [12] Thornton C., Antony S. J. (H'98), Quasi-static deformation of particulate media, (submitted for publication in Phil. Trans. Roy. Soc. London A)
  • [13] Thornton C., Sun G. (1993), Axisymmetric compression of 3D polydisperse systems cf spheres, In Powders & Grains 93, Ed. C. Thornton, pp. 129-134, Rotterdam: Balkema
  • [14] Skinner A. (1969), A note on the influence of interparticle friction on the shearing strength of a random assembly of spherical particles, Gectechnique 19, 150-157
  • [15] Home M. R. (1969), The behaviour of an assembly of rotund, rigid, cohesionless particles, III. Proc. Roy. See. London A310,21 -34
  • [16] Lade P. V., Duncan J. M. (1975), Elastoplastic stress-strain theory for cohesionless soil, J. Geotech. Engrtg., Proc. ASCE, 101,1037-1053
  • [17] Matsuoka H., Nakai T. (1974), Stress-deformation relationship and strength characteristics of soil under three different principal stresses, Proc. Japan Soc. Civ. Engrs. 232,59-70
  • [18] Davoudzadeh F. (1982), Responses of sand to three independently controlled principal stresses, PhD thesis, London University (University College)
  • [19] Rothenburg L., Bathurst R. J. (1992), Micromechanical features ofgranular assemblies with planar elliptical particles, Geotechnique 42, 79-95
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-article-BAT3-0019-0029
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