Stress relaxation for granular materials near Jamming under cyclic compression
Somayeh Farhadi, Robert P Behringer, and Alex Z Zhu

TL;DR
This study investigates how granular materials near the jamming transition relax under cyclic compression, revealing different relaxation behaviors depending on packing density and particle shape.
Contribution
It introduces a detailed analysis of pressure relaxation and structural evolution in semi-2D granular systems with elliptical and disk particles under cyclic loading.
Findings
Pressure persists above a critical packing fraction after many cycles
Relaxation time increases with packing fraction
Elliptical particles exhibit hindered collective motion due to rotational constraints
Abstract
We have explored isotropically jammed states of semi-2D granular materials through cyclic compression. In each compression cycle, systems of either identical ellipses or bi-disperse disks, transition between jammed and unjammed states. We determine the evolution of the average pressure, P, and structure through consecutive jammed states. We observe a transition point, {\phi}m, above which P persists over many cycles; below {\phi}m, P relaxes slowly. The relaxation time scale associated with P increases with packing fraction, while the relaxation time scale for collective particle motion remains constant. The collective motion of the ellipses is hindered compared to disks, due to the rotational constraints on elliptical particles.
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Taxonomy
TopicsGranular flow and fluidized beds · Nonlinear Photonic Systems · High-pressure geophysics and materials
