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      Yielding versus jamming: critical scaling of sheared, soft-core disks and spheres

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          Abstract

          Using discrete element simulations, we demonstrate critical behavior for yielding of assemblies of soft-core repulsive disks (2D) and spheres (3D) over a wide range of dimensionless pressures. Assemblies are isotropically compressed, and we then perform quasi-static simple shear at fixed pressure using shear-periodic boundaries. By examining the fluctuations in the dimensionless shear stress \(\Sigma\), we observe finite-size scaling consistent with a diverging length scale \(\xi \propto |\Sigma - \Sigma_c|^{-\nu}\). We observe two distinct values of \(\nu\): \(\nu_{\rm ms} \approx 1.8\) characterizes the initial stress buildup in both 2D and 3D, and \(\nu_{\rm slip}\) characterizes slips during steady-state shear, where \(\nu_{\rm slip}\approx 1.1\) in 2D and \(\nu_{\rm slip}\approx 0.8\) in 3D. The critical stress \(\Sigma_c\) is constant for low pressure, \(\Sigma_c \approx 0.1\) in 2D and \(\Sigma_c \approx 0.11\) in 3D, but decreases for larger pressures. However, the critical behavior, including the values of scaling exponents, is otherwise unchanged over a wide range of pressures, including far from the jamming transition. Our results show that yielding is in fact a distinct phase transition from jamming, which may explain similarities between nonlocal rheological descriptions of granular materials, foams, emulsions, and other soft particulate materials.

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          A constitutive law for dense granular flows.

          A continuum description of granular flows would be of considerable help in predicting natural geophysical hazards or in designing industrial processes. However, the constitutive equations for dry granular flows, which govern how the material moves under shear, are still a matter of debate. One difficulty is that grains can behave like a solid (in a sand pile), a liquid (when poured from a silo) or a gas (when strongly agitated). For the two extreme regimes, constitutive equations have been proposed based on kinetic theory for collisional rapid flows, and soil mechanics for slow plastic flows. However, the intermediate dense regime, where the granular material flows like a liquid, still lacks a unified view and has motivated many studies over the past decade. The main characteristics of granular liquids are: a yield criterion (a critical shear stress below which flow is not possible) and a complex dependence on shear rate when flowing. In this sense, granular matter shares similarities with classical visco-plastic fluids such as Bingham fluids. Here we propose a new constitutive relation for dense granular flows, inspired by this analogy and recent numerical and experimental work. We then test our three-dimensional (3D) model through experiments on granular flows on a pile between rough sidewalls, in which a complex 3D flow pattern develops. We show that, without any fitting parameter, the model gives quantitative predictions for the flow shape and velocity profiles. Our results support the idea that a simple visco-plastic approach can quantitatively capture granular flow properties, and could serve as a basic tool for modelling more complex flows in geophysical or industrial applications.
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            Soil mechanics and plastic analysis or limit design

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              Jamming of soft particles: geometry, mechanics, scaling and isostaticity.

              Amorphous materials as diverse as foams, emulsions, colloidal suspensions and granular media can jam into a rigid, disordered state where they withstand finite shear stresses before yielding. Here we review the current understanding of the transition to jamming and the nature of the jammed state for disordered packings of particles that act through repulsive contact interactions and are at zero temperature and zero shear stress. We first discuss the breakdown of affine assumptions that underlies the rich mechanics near jamming. We then extensively discuss jamming of frictionless soft spheres. At the jamming point, these systems are marginally stable (isostatic) in the sense of constraint counting, and many geometric and mechanical properties scale with distance to this jamming point. Finally, we discuss current explorations of jamming of frictional and non-spherical (ellipsoidal) particles. Both friction and asphericity tune the contact number at jamming away from the isostatic limit, but in opposite directions. This allows one to disentangle the distance to jamming and the distance to isostaticity. The picture that emerges is that most quantities are governed by the contact number and scale with the distance to isostaticity, while the contact number itself scales with the distance to jamming.
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                Author and article information

                Journal
                26 March 2019
                Article
                1903.10752
                ee7acec6-2815-4daa-b014-7a0b768b5658

                http://arxiv.org/licenses/nonexclusive-distrib/1.0/

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                Custom metadata
                cond-mat.soft

                Condensed matter
                Condensed matter

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