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Published on: May 17, 2022
Fluidization of wet granulates under shear
S H Ebrahimnazhad Rahbari1, J Vollmer, S Herminghaus
1Department for Dynamics of Complex Fluids, Max-Planck Institute for Dynamics and Self-Organization, 37073 Göttingen, Germany.
Physical Review. E, Statistical, Nonlinear, and Soft Matter Physics
|January 15, 2011
Summary
Wet sand transitions from solid to fluid states due to capillary forces. This study uses simulations to model this transition, revealing it
Area of Science:
- Physics
- Materials Science
- Fluid Dynamics
Background:
- Wetting liquids, such as water, create capillary bridges between granular materials like sand, imparting cohesion and stiffness.
- These capillary forces enable wet sand to transition from a solidified to a fluidized state when subjected to external shear forces.
Purpose of the Study:
- To investigate the transition dynamics between arrested (solid) and fluidized states in wet granular materials.
- To model the role of capillary bridges in the mechanical behavior of wet sand under shear.
Main Methods:
- Utilized molecular dynamics (MD)-type simulations of a 2D assembly of bidisperse frictionless disks.
- Incorporated a hysteretic, short-range attractive force to model capillary bridge effects alongside soft-core repulsion.
- Applied a cosine force profile to simulate external shear forces and explored a range of densities.
Main Results:
- The transition between fluidized and arrested states was found to be discontinuous and hysteretic.
- The critical force for solidification was analyzed, showing parameter dependence across various densities.
- The study explored system behavior approaching shear-banded states.
Conclusions:
- The hysteretic nature of capillary forces dictates a discontinuous transition in wet granular materials.
- The findings provide insights into the fundamental mechanics of wet granular matter and its transition behaviors.
- Comparisons were drawn between this transition and the jamming transition in granular systems.
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