Skip to main content

Microscopic modelling of granular materials taking into account particle rotations

  • Chapter
  • First Online:
Continuous and Discontinuous Modelling of Cohesive-Frictional Materials

Part of the book series: Lecture Notes in Physics ((LNP,volume 568))

Abstract

Granular material is characterized by the appearance of localization phenomena, as for instance the formation of shear bands under the influence of gravity. By means of a micromechanically motivated discrete element method (DEM), two-dimensional simulations of monodisperse circular disks are performed, where both translational and rotational degrees of freedom of the particles are taken into account by the consideration of Newtonian equations of motion for the translations and by Eulerian equations of motion for the rotations of the single particles. It turns out that even for the simplest contact laws, e. g. a combination of Coulomb and Newton type friction for the tangential contact of monodisperse particles and a repulsive damped spring normal contact force, shear bands are obtained. In the regime of small relative tangential velocities, the viscous part of the frictional contact law becomes effective. Then, “slow” relative tangential velocities are surpressed corresponding to an enforcing of rolling modes characterized by zero relative tangential velocities in the contact points and leading to an instability that corresponds to shear banding. The DEM simulations furthermore suggest that the size distribution of the assembly modifies the shape of the shear band but is not necessary for its formation. These propositions seem to be in agreement with the experimental observations reported in the paper by Viggiani et al. [23] included in this volume.

This is a preview of subscription content, log in via an institution to check access.

Access this chapter

eBook
USD 16.99
Price excludes VAT (USA)
  • Available as PDF
  • Read on any device
  • Instant download
  • Own it forever
Softcover Book
USD 54.99
Price excludes VAT (USA)
  • Compact, lightweight edition
  • Dispatched in 3 to 5 business days
  • Free shipping worldwide - see info
Hardcover Book
USD 54.99
Price excludes VAT (USA)
  • Durable hardcover edition
  • Dispatched in 3 to 5 business days
  • Free shipping worldwide - see info

Tax calculation will be finalised at checkout

Purchases are for personal use only

Institutional subscriptions

Preview

Unable to display preview. Download preview PDF.

Unable to display preview. Download preview PDF.

References

  1. M. Becker and H. Lippmann: Plane plastic flow of granular model material. Arch. Mech. 29, 829–846 (1977).

    Google Scholar 

  2. R. de Boer: Vektor-und Tensorrechnung für Ingenieure. Springer-Verlag, Berlin 1982.

    MATH  Google Scholar 

  3. R. de Boer and W. Ehlers: Theorie der Mehrkomponentenkontinua mit Anwendung auf bodenmechanische Probleme, Teil I. Forschungsberichte aus dem Fachbereich Bauwesen 40, Universität-GH-Essen 1986.

    Google Scholar 

  4. R. M. Bowen: Theory of mixtures. In A. C. Eringen (ed.), Continuum Physics, Vol. III, pp. 1–127, Academic Press, New York 1976.

    Google Scholar 

  5. R. M. Bowen: Incompressible porous media models by use of the theory of mixtures. Int. J. Engng. Sci. 20, 1129–1148 (1980).

    Article  Google Scholar 

  6. E. Cosserat and F. Cosserat: Théorie de Corps Déformable. A. Hermann et fils, Paris 1909.

    Google Scholar 

  7. P. A. Cundall and O. D. L. Strack: A discrete numerical model for granular assemblies. Géotechnique 29, 47–65 (1979).

    Article  Google Scholar 

  8. S. Diebels: Constitutive modelling of micropolar porous media. In J.-F. Thimus et. al. (eds.), Poromechanics-A Tribute to Maurice A. Biot, pp. 71–76. A. A. Balkema, Rotterdam 1998.

    Google Scholar 

  9. S. Diebels: A macroscopic description of the quasi-static behavior of granular materials based on the Theory of Porous Media. Granular Matter 2, 143–152 (2000).

    Article  Google Scholar 

  10. W. Ehlers: Poröse Medien-ein kontinuumsmechanisches Modell auf der Basis der Mischungstheorie. Forschungsberichte aus dem Fachbereich Bauwesen 47, Universität-GH-Essen 1989.

    Google Scholar 

  11. W. Ehlers: Constitutive equations for granular materials in geomechanical context. In K. Hutter (ed.), Continuum Mechanics in Environmental Sciences and Geophysics, CISM Courses and Lectures No. 337, pp. 313–402, Springer-Verlag, Wien 1993.

    Google Scholar 

  12. W. Ehlers and W. Volk: On shear band localization phenomena of liquid-saturated granular elasto-plastic porous solids accounting for fluid viscosity and micropolar solid rotations. Mech. Cohesive-frictional Mater. 2, 301–320 (1997).

    Article  Google Scholar 

  13. W. Ehlers and W. Volk: On shear band localization phenomena induced by elastoplastic consolidation of fluid-saturated soils. In D. R. J. Owen, E. Oñate and E. Hinton (eds.), Computational Plasticity-Fundamentals and Applications, pp. 1656–1664, CIMNE, Barcelona 1997.

    Google Scholar 

  14. W. Ehlers and W. Volk: On theoretical and numerical methods in the theory of porous media based on polar and non-polar solid materials. Int. J. Solids Structures 35, 4597–4616 (1998).

    Article  MATH  Google Scholar 

  15. A. C. Eringen and C. B. Kafadar: Polar field theories. In A. C. Eringen (ed.), Continuum Physics, Vol. IV, Academic Press, pp. 1–73, New York 1976.

    Google Scholar 

  16. H. Haken and A. Wunderlin: Die Selbststrukturierung der Materie. Vieweg, Wiesbaden 1991.

    Google Scholar 

  17. M. Lätzel, S. Luding, and H. J. Herrmann. Macroscopic material properties from quasi-static, microscopic simulations of a two-dimensional shear-cell. Granular Matter, 2(3):123–135, 2000. cond-mat/0003180.

    Article  Google Scholar 

  18. T. Marcher and P. A. Vermeer: Macromodelling of softening in non-cohesive soils. This issue, pp. 89–110.

    Google Scholar 

  19. P. Rossi: Kinematische Modelluntersuchung von ebenen Grundbauproblemen. Diplomarbeit, Institut für Geotechnik, Universität Stuttgart 1983.

    Google Scholar 

  20. K. von Terzaghi and R. Jelinek: Theoretische Bodenmechanik. Springer-Verlag, Berlin 1954.

    Google Scholar 

  21. C. Thornton: Numerical simulations of deviatoric shear deformation of granular media. Géotechique 50, 43–53 (2000).

    Google Scholar 

  22. C. Thornton and S. J. Antony: Quasi shear deformation of a soft particle system. Powder Technology 109, 179–191 (2000).

    Article  Google Scholar 

  23. G. Viggiani, M. Küntz and J. Desrues: Does shear banding in sand depend on grain size distribution? This issue, pp. 111–127.

    Google Scholar 

Download references

Author information

Authors and Affiliations

Authors

Editor information

Editors and Affiliations

Rights and permissions

Reprints and permissions

Copyright information

© 2001 Springer-Verlag Berlin Heidelberg

About this chapter

Cite this chapter

Ehlers, W., Diebels, S., Michelitsch, T. (2001). Microscopic modelling of granular materials taking into account particle rotations. In: Vermeer, P.A., Herrmann, H.J., Luding, S., Ehlers, W., Diebels, S., Ramm, E. (eds) Continuous and Discontinuous Modelling of Cohesive-Frictional Materials. Lecture Notes in Physics, vol 568. Springer, Berlin, Heidelberg. https://doi.org/10.1007/3-540-44424-6_18

Download citation

  • DOI: https://doi.org/10.1007/3-540-44424-6_18

  • Published:

  • Publisher Name: Springer, Berlin, Heidelberg

  • Print ISBN: 978-3-540-41525-1

  • Online ISBN: 978-3-540-44424-4

  • eBook Packages: Springer Book Archive

Publish with us

Policies and ethics