Arrest stress of uniformly sheared wet granular matter
S. H. Ebrahimnazhad Rahbari, M. Brinkmann, and J. Vollmer

TL;DR
This study investigates the fluid-to-solid arrest transition in wet granular matter under shear, proposing a universal relation for arrest stress based on capillary bridges and validating it with numerical experiments.
Contribution
It introduces a universal and analytical model for arrest stress in wet granular materials, linking it to capillary bridge dynamics and independent of driving protocol.
Findings
Finite stress tensor components indicate arrest transition.
Analytical formula accurately predicts arrest stress.
Universal relation for capillary bridges independent of protocol.
Abstract
We conduct extensive independent numerical experiments considering frictionless disks without internal degrees of freedom (rotation etc.) in two dimensions. We report here that for a large range of the packing fractions below random-close packing, all components of the stress tensor of wet granular materials remain finite in the limit of zero shear rate. This is direct evidence for a fluid-to-solid arrest transition. The offset value of the shear stress characterizes plastic deformation of the arrested state {which corresponds to {\em dynamic yield stress} of the system}. {Based on an analytical line of argument, we propose that the mean number of capillary bridges per particle, , follows a non-trivial dependence on the packing fraction, , and the capillary energy, . Most noticeably, we show that is a generic and universal quantity which does not depend on the…
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