Elastic Response of Wire Frame Glasses. I. Two Dimensional Model
David A. King, Masao Doi, Erika Eiser

TL;DR
This paper investigates the elastic behavior of 2D wire frame suspensions, revealing their large elasticity, shear hardening, and deformation characteristics, with findings supported by geometric analysis and simulations.
Contribution
It introduces a geometric method to analyze the elastic stress scaling in wire frame suspensions and compares their behavior to rod suspensions, highlighting unique shear hardening and large elasticity.
Findings
Wire frames exhibit large elastic stress scaling as ^2 L^4, unlike rods.
Wire frames shear harden at certain densities, rods shear thin.
Deformation proportion scales with ^2 u^2 L^4 \u03b3^2.
Abstract
We study the elastic response of concentrated suspensions of rigid wire frame particles to a step strain. These particles are constructed from infinitely thin, rigid rods of length . We specifically compare straight rod-like particles to bent and branched wire frames. In dense suspensions the wire frames are frozen in a disordered state by the topological entanglements between their arms. We present a simple, geometric method to find the scaling of the elastic stress with concentration in these glassy systems. We apply this method to a simple 2D model system where a test particle is placed on a plane and constrained by a random distribution of points with number density . Two striking differences between wire frame and rod suspensions are found: 1) The linear elasticity per particle for wire frames is very large, scaling like , whereas for rods it much smaller and…
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