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Quantifying the Features of an Amorphous Solid's Local Yield Surface

Spencer Fajardo, Paul Desmarchelier, Sylvain Patinet, Michael L. Falk

Abstract

In two-dimensional Lennard-Jones glasses, mechanical probing reveals that local yield surfaces are dominated by regions with a positive second derivative of the yield stress with respect to the loading angle. Each feature corresponds to a shear transformation zone and a characteristic non-affine displacement field at yield. Most features are well described by a combined Schmid-Mohr-Coulomb criterion parameterized by a weak-plane orientation, a critical stress, and a pressure sensitivity. The resulting parameter statistics clarify how the onset of plastic flow is governed by the population of discrete yielding features encoded in the amorphous structure.

Quantifying the Features of an Amorphous Solid's Local Yield Surface

Abstract

In two-dimensional Lennard-Jones glasses, mechanical probing reveals that local yield surfaces are dominated by regions with a positive second derivative of the yield stress with respect to the loading angle. Each feature corresponds to a shear transformation zone and a characteristic non-affine displacement field at yield. Most features are well described by a combined Schmid-Mohr-Coulomb criterion parameterized by a weak-plane orientation, a critical stress, and a pressure sensitivity. The resulting parameter statistics clarify how the onset of plastic flow is governed by the population of discrete yielding features encoded in the amorphous structure.
Paper Structure (3 sections, 4 equations, 4 figures, 2 tables)

This paper contains 3 sections, 4 equations, 4 figures, 2 tables.

Figures (4)

  • Figure 1: Top: Critical stress as a function of shear angle, defining a local yield surface. Symbols and lines correspond, respectively, to the atomistic data and their fit (Eq. \ref{['Eq:STZsegment']}); colors indicate the volumetric-strain conditions. Bottom: Similarity metric (Eq. \ref{['eq:dispcomparison']}) quantifying the alignment of plastic non-affine displacement fields; regions along the diagonal are labeled A--G.
  • Figure 2: Distributions of the intrinsic critical stresses $\tau_0$ and pressure dependencies, $\phi$, collected from $4$ different glasses. The values are colored by quench rate. Each distribution is shifted for clarity. The mean value of $\tau_0$ shifts higher as the cooling rate decreases, while $\phi$ shows a shift towards lower values at slower cooling rates. See Table \ref{['tab:params']} for more detail. Quench rate dependencies of the mean values of $\tau_0$ and $\phi$ are provided in Figure S1 of the Supplementary Materials.
  • Figure 3: Plastic displacement fields shown for the regions labeled A-G in Fig. \ref{['fig:combined']}(bottom), with their scaling factor in the bottom left. The fields can be easily clustered by direction through similarity using Eq. \ref{['eq:dispcomparison']}. From Fig. \ref{['fig:combined']}(top), each distinct deformation mode can be consistently associated with positive curvature regions throughout its angular domain.
  • Figure S1: (a) Mean intrinsic critical stress $\tau_0$ versus cooling rate. (b) Mean pressure sensitivity $\phi$ versus cooling rate. Shaded regions indicate 95% confidence intervals.