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Analytic Nonlinear Theory of Shear Banding in Amorphous Solids

Avanish Kumar, Itamar Procaccia

Abstract

The aim of this paper is to offer an analytic theory of the shear banding instability in amorphous solids that are subjected to athermal quasi-static shear. To this aim we derive nonlinear equations for the displacement field, including the consequences of plastic deformation on the mechanical response of amorphous solids. The plastic events collectively induce distributed dipoles that are responsible for screening effects and the creation of typical length-scales that are absent in classical elasticity theory. The nonlinear theory exposes an instability that results in the creation of shear bands. By solving the weakly nonlinear amplitude equation we present analytic expressions for the displacement fields that is associated with shear bands, explaining the role of the elastic moduli that determine the width of a shear band from ductile to brittle characteristics. We derive an energy functional whose Hessian possesses an eigenvalue that goes to zero at the shear-banding instability, providing a prediction for the critical value of the accumulated stress that results in an instability.

Analytic Nonlinear Theory of Shear Banding in Amorphous Solids

Abstract

The aim of this paper is to offer an analytic theory of the shear banding instability in amorphous solids that are subjected to athermal quasi-static shear. To this aim we derive nonlinear equations for the displacement field, including the consequences of plastic deformation on the mechanical response of amorphous solids. The plastic events collectively induce distributed dipoles that are responsible for screening effects and the creation of typical length-scales that are absent in classical elasticity theory. The nonlinear theory exposes an instability that results in the creation of shear bands. By solving the weakly nonlinear amplitude equation we present analytic expressions for the displacement fields that is associated with shear bands, explaining the role of the elastic moduli that determine the width of a shear band from ductile to brittle characteristics. We derive an energy functional whose Hessian possesses an eigenvalue that goes to zero at the shear-banding instability, providing a prediction for the critical value of the accumulated stress that results in an instability.
Paper Structure (71 sections, 310 equations, 4 figures)

This paper contains 71 sections, 310 equations, 4 figures.

Figures (4)

  • Figure 1: Examples of shear-band profiles in the ductile case. The different plots were obtained with the following parameters: $\theta = 45^\circ$, $f_0 = 1$, $\lambda = 50$, $\mu = 2, 4, 6, 8, 10$ (5 cases), $\xi_0 = 0$. This gives characteristic lengths: $\ell = 54, 58, 62, 66, 70$ respectively.
  • Figure 2: The shear associated with the solution plotted in Fig. \ref{['ductiled']}
  • Figure 3: Examples of shear-band profiles in the brittle case. The parameters are shown in the text below
  • Figure 4: Examples of shear profiles in the brittle case. The parameters are shown in the text below