Reynolds Pressure and Relaxation in a Sheared Granular System
Jie Ren, Joshua A. Dijksman, and Robert P. Behringer

TL;DR
This study investigates the pressure and relaxation behaviors of frictional granular disks under shear, revealing divergence in a shear modulus-like parameter and slow logarithmic pressure relaxation towards limit cycles.
Contribution
It introduces a novel shear apparatus avoiding shear band formation and characterizes the coupling between shear strain and pressure, including the divergence of a Reynolds coefficient near jamming.
Findings
Reynolds coefficient diverges as packing fraction approaches jamming
Pressure relaxes logarithmically under cyclic shear
Coupling between shear strain and pressure is characterized by Reynolds pressure
Abstract
We describe experiments that probe the evolution of shear jammed states, occurring for packing fractions , for frictional granular disks, where above there are no stress-free static states. We use a novel shear apparatus that avoids the formation of inhomogeneities known as shear bands. This fixed system exhibits coupling between the shear strain, , and the pressure, , which we characterize by the `Reynolds pressure', and a `Reynolds coefficient', . depends only on , and diverges as , where , and . Under cyclic shear, this system evolves logarithmically slowly towards limit cycle dynamics, which we characterize in terms of pressure relaxation at cycle : . …
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