Strain stiffening due to stretching of entangled particles in random packings of granular materials
Eric Brown, Kevin A. Mitchell, Alice Nasto, Athanasios Athanassiadis,, and Heinrich M. Jaeger

TL;DR
This paper investigates how entangled chains in granular packings cause strain stiffening under compression, revealing the role of entanglements and chain stretching in stress response through experiments and a mean-field model.
Contribution
It introduces a mean-field model linking chain entanglements and stretching to strain stiffening, validated by experiments and applicable to various particle shapes.
Findings
Strain stiffening occurs when chains entangle enough to form system-filling clusters.
The stress-strain curve curvature matches experimental data within uncertainties.
The model generalizes to different particle shapes like staples.
Abstract
Stress-strain relations for random packings of entangling chains under triaxial compression can exhibit strain stiffening and sustain stresses several orders-of-magnitude beyond typical granular materials. X-ray tomography reveals the transition to this strong strain stiffening occurs when chains are long enough to entangle an average of about one chain each, which results in system-filling clusters of entangled chains. The number of entanglements is nearly proportional to the area surrounded by entangling particles with an excluded volume effect. A tendency was found for chain links to stretch when the packing was strained. The slope of the stress-strain relation of the packing can be calculated from a mean-field model consisting of the product of the effective extensional modulus of the chain, packing fraction, probability of stretched links, and the ratio of strain of stretched links…
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Taxonomy
TopicsGranular flow and fluidized beds · Geotechnical Engineering and Soil Mechanics · Landslides and related hazards
