Micro–macro transition and simplified contact models for wet granular materials

Wet granular materials in a quasistatic steady-state shear flow have been studied with discrete particle simulations. Macroscopic quantities, consistent with the conservation laws of continuum theory, are obtained by time averaging and spatial coarse graining. Initial studies involve understanding the effect of liquid content and liquid properties like the surface tension on the macroscopic quantities. Two parameters of the liquid bridge contact model have been identified as the constitutive parameters that influence the macroscopic rheology (i) the rupture distance of the liquid bridge model, which is proportional to the liquid content, and (ii) the maximum adhesive force, as controlled by the surface tension of the liquid. Subsequently, a correlation is developed between these microparameters and the steady-state cohesion in the limit of zero confining pressure. Furthermore, as second result, the macroscopic torque measured at the walls, which is an experimentally accessible parameter, is predicted from our simulation results with the same dependence on the microparameters. Finally, the steady- state cohesion of a realistic non-linear liquid bridge contact model scales well with the steady-state cohesion for a simpler linearized irreversible contact model with the same maximum adhesive force and equal energy dissipated per contact.

[1]  Franco Nori,et al.  Wet granular materials , 2006, cond-mat/0601660.

[2]  Shear Strength of Unsaturated Soils: Experiments, DEM Simulations, and Micromechanical Analysis , 2007 .

[3]  Stephan Herminghaus,et al.  Wet Granular Matter: A Truly Complex Fluid , 2013 .

[4]  H. Schubert,et al.  Kapillarität in porösen Feststoffsystemen , 1982 .

[5]  B. Derjaguin,et al.  Untersuchungen über die Reibung und Adhäsion, IV , 1934 .

[6]  Christian Veje,et al.  Stress Fluctuations in a 2D Granular Couette Experiment: A Continuous Transition , 1999 .

[7]  Zhibing Zhang,et al.  The Relation Between Granule Size, Granule Stickiness, and Torque in the High-Shear Granulation Process , 2005, Pharmaceutical Research.

[8]  Colin Thornton,et al.  A Theoretical Study of the Liquid Bridge Forces between Two Rigid Spherical Bodies , 1993 .

[9]  Stefan Luding,et al.  Macroscopic material properties from quasi-static, microscopic simulations of a two-dimensional shear-cell , 2000 .

[10]  V. Lubarda On the stability of a cylindrical liquid bridge , 2015 .

[11]  Fernando Alonso-Marroquín,et al.  The critical-state yield stress (termination locus) of adhesive powders from a single numerical experiment , 2011 .

[12]  Daniel Bonn,et al.  Flow of wet granular materials. , 2005, Physical review letters.

[13]  Stefan Luding,et al.  The Effect of Friction on Wide Shear Bands , 2007 .

[14]  Namiko Mitarai,et al.  Simple model for wet granular materials with liquid clusters , 2009, 0908.1477.

[15]  M. Adams,et al.  Effects of wetting hysteresis on pendular liquid bridges between rigid spheres , 2003 .

[16]  Stephan Herminghaus,et al.  Dynamics of wet granular matter , 2005 .

[17]  N. Morrow,et al.  Liquid bridges between cylinders, in a torus, and between spheres , 1971 .

[18]  S. Luding,et al.  Rheology of weakly wetted granular materials: a comparison of experimental and numerical data , 2013, 1404.0318.

[19]  Siegfried Ripperger,et al.  Calculation of the Liquid Bridge Volume and Bulk Saturation from the Half‐filling Angle , 1999 .

[20]  D. Grecov,et al.  Modeling the evolution and rupture of stretching pendular liquid bridges , 2010 .

[21]  Jonathan Seville,et al.  Capillary Bridges between Two Spherical Bodies , 2000 .

[22]  A. Zippelius,et al.  Cooling and aggregation in wet granulates. , 2008, Physical review letters.

[23]  S. Luding,et al.  Effect of cohesion on shear banding in quasistatic granular materials. , 2013, Physical review. E, Statistical, nonlinear, and soft matter physics.

[24]  Brij M Moudgil,et al.  Capillary forces between two spheres with a fixed volume liquid bridge: theory and experiment. , 2005, Langmuir : the ACS journal of surfaces and colloids.

[25]  H. Herrmann,et al.  Fluid depletion in shear bands. , 2012, Physical review letters.

[26]  A. Denoth,et al.  The Pendular-Funicular Liquid Transition and Snow Metamorphism , 1982, Journal of Glaciology.

[27]  Xiaodong Wang,et al.  Microdynamic analysis of solid flow in a shear cell , 2012 .

[28]  B. Tighe,et al.  Wide shear zones and the spot model: Implications from the split-bottom geometry , 2008, The European physical journal. E, Soft matter.

[29]  Role of gravity or confining pressure and contact stiffness in granular rheology , 2014, 1412.0874.

[30]  S. Luding Constitutive relations for the shear band evolution in granular matter under large strain , 2008 .

[31]  Fabien Cherblanc,et al.  Influence of liquid bridges on the mechanical behaviour of polydisperse granular materials , 2006 .

[32]  Onno Bokhove,et al.  MODELING OF PARTICLE SIZE SEGREGATION: CALIBRATION USING THE DISCRETE PARTICLE METHOD , 2011 .

[33]  S. Buldyrev,et al.  Monte Carlo simulation of liquid bridge rupture: application to lung physiology. , 2006, Physical review. E, Statistical, nonlinear, and soft matter physics.

[34]  A Sheppard,et al.  Morphological clues to wet granular pile stability. , 2008, Nature materials.

[35]  H. Herrmann,et al.  Liquid migration in sheared unsaturated granular media , 2012, 1206.5638.

[36]  Ruediger Schwarze,et al.  Comparison of different capillary bridge models for application in the discrete element method , 2014, 1403.7926.

[37]  P. Schall,et al.  Shear Bands in Matter with Granularity , 2010 .

[38]  D. Bonn,et al.  Viscosity of a dense suspension in Couette flow , 2007, Journal of Fluid Mechanics.

[39]  S. Luding,et al.  Towards hydrodynamic simulations of wet particle systems , 2015 .

[40]  W. Pietsch,et al.  Haftkraft, Kapillardruck, Flüssigkeitsvolumen und Grenzwinkel einer Flüssigkeitsbrücke zwischen zwei Kugeln , 1967 .

[41]  Andrzej Obraniak,et al.  Model of energy consumption in the range of nucleation and granule growth in drum granulation of bentonite , 2012 .

[42]  É. Clément,et al.  Mesoscopic length scale controls the rheology of dense suspensions. , 2010, Physical review letters.

[43]  Onno Bokhove,et al.  From discrete particles to continuum fields near a boundary , 2011, 1108.5032.