Shear-stress fluctuations in self-assembled transient elastic networks

preprint2016arXivOpen access

Abstract

Focusing on shear-stress fluctuations we investigate numerically a simple generic model for self-assembled transient networks formed by repulsive beads reversibly bridged by ideal springs. With ΔdtΔdt being the sampling time and t∗(f)∼1/ft_*(f) \sim 1/f the Maxwell relaxation time (set by the spring recombination frequency ff) the dimensionless parameter Δx=dt/t∗(f)Δx = dt/t_*(f) is systematically scanned from the liquid limit (Δdx≫1)Δdx \gg 1) to the solid limit (Δx≪1Δx \ll 1) where the network topology is quenched and an ensemble average over mm independent configurations is required. Generalizing previous work on permanent networks it is shown that the shear-stress relaxation modulus G(t)G(t) may be efficiently determined for all ΔxΔx using the simple-average expression G(t)=μA−h(t)G(t) = μ_A - h(t) with μA=G(0)μ_A = G(0) characterizing the canonical-affine shear transformation of the system at t=0t=0 and h(t)h(t) the (rescaled) mean-square displacement of the instantaneous shear stress as a function of time tt. This relation is compared to the standard expression G(t)=C(t)G(t) = C(t) using the (rescaled) shear-stress autocorrelation function C(t)C(t). Lower bounds for the mm configurations required by both relations are given.

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