Some fundamental aspects of the continuumization problem in granular media
Article
Received:
Accepted:
- 37 Downloads
- 8 Citations
Abstract
The central problem of devising mathematical models of granular materials is how to define a granular medium as a continuum. This paper outlines the elements of a theory that could be incorporated in discrete models such as the Discrete-Element Method, without recourse to a continuum description. It is shown that familiar concepts from continuum mechanics such as stress and strain can be defined for interacting discrete quantities. Established concepts for constitutive equations can likewise be applied to discrete quantities. The key problem is how to define the constitutive response in terms of truncated strain measures that are a practical necessity for analysis of large granular systems.
Key words
continuum mechanics granular media homogenization stressPreview
Unable to display preview. Download preview PDF.
References
- 1.H.M. Jaeger, S.R. Nager and R.P. Behringer, The physics of granular media.Physics Today 49 (1996) 32–38.Google Scholar
- 2.K.C. Valants and J.F. Peters, Ill-posedness of the initial and boundary value problems in non-associative plasticity.ACTA Mech. 114 (1996) 1–25.CrossRefMathSciNetGoogle Scholar
- 3.P.A. Cundal and O.D.L. Strack, A discrete numerical model for granular assemblies.Geotechnique 29 (1979) 47–65.CrossRefGoogle Scholar
- 4.C.S. Chang and C.L. Liao, Constitutive relation for a particulate medium with the effect of particle rotation.Int. J. Solids Struct. 26 (1990) 437–453.MATHCrossRefGoogle Scholar
- 5.C.L. Liao, T.C. Chan, A.S.K. Suiker and C.S. Chang, Pressure-dependent elastic moduli of granular assemblies.Int. J. Num. Anal. Methods Geomech. 24 (2000) 265–279.MATHCrossRefGoogle Scholar
- 6.R.D. Hryciw, S.A. Raschke, A.M. Ghalib, D.A. Horner and J.F. Peters, Video tracking for experimental validation of discrete element simulations of large discontinuous deformations.Computers Geotechn. 21 (1997) 235–253.CrossRefGoogle Scholar
- 7.D.A. Horner, J.F. Peters and A. Carrillo, Large scale discrete element modeling of vehicle-soil interaction.ASCE J. Eng. Mech. 127 (1979) 1027–1032.CrossRefGoogle Scholar
- 8.P.A. Cundal, A discrete future for numerical modeling. In: B.K. Cook and R.P. Jensen (eds.),Discrete Element Methods: Numerical Modeling of Discontinua. ASCE Geotechnical Special Publication No. 117. Reston (VA): ASCE (2002) pp. 3–4.Google Scholar
- 9.A. Tordesillas and S. Walsh, Incorporating rolling resistance and contact anisotropy in micromechanical models of granular media.Powder Technol. 124 (2002) 106–111.CrossRefGoogle Scholar
- 10.J.P. Bardet and I. Vardoulakis, The asymmetry of stress in granular media.Int. J. Solids Struct. 38 (2001) 353–367.MATHCrossRefGoogle Scholar
- 11.B. Bagi, Stress and strain in granular assemblies.Mech. Materials 22 (1996) 165–177.CrossRefGoogle Scholar
- 12.B. Bagi, Microstructural stress tensor of granular assemblies with volume forces.ASME J. Appl. Mech. 66 (1999) 934–936.CrossRefGoogle Scholar
- 13.N.P. Kruyt, Statics and kinematics of discrete Cosserat-type granular materials.Int. J. Solids Struct. 40 (2003) 511–534.MATHCrossRefGoogle Scholar
- 14.J.F. Peters and E. Heymsfield, Application of the 2-D constant strain assumption to FEM elements consisting of an arbitrary number of nodes.Int. J. Solids Struct. 40 (2003) 143–159.MATHCrossRefGoogle Scholar
- 15.K.C. Valanis and J.F. Peters, An endochronic plasticity theory with shear-volumetric coupling.Int. J. Num. and Anal. Methods Geomech. 15 (1991) 77–102.MATHCrossRefGoogle Scholar
- 16.K.C. Valanis and C.F. Lee, Endochronic plasticity: physical basis and applications. In: C.S. Desai and R.H. Gallagher (eds.),Mechanics of Engineering Materials. New York: Wiley (1984) pp. 591–609.Google Scholar
- 17.D.Z. Zhang and R.M. Raueszahn, Stress relaxation in dense and slow granular flows.J. Rheology 45 (1979) 1019–1041.Google Scholar
Copyright information
© Springer 2005