1,214 research outputs found

    Granular flow down a rough inclined plane: transition between thin and thick piles

    Full text link
    The rheology of granular particles in an inclined plane geometry is studied using molecular dynamics simulations. The flow--no-flow boundary is determined for piles of varying heights over a range of inclination angles θ\theta. Three angles determine the phase diagram: θr\theta_{r}, the angle of repose, is the angle at which a flowing system comes to rest; θm\theta_{m}, the maximum angle of stability, is the inclination required to induce flow in a static system; and θmax\theta_{max} is the maximum angle for which stable, steady state flow is observed. In the stable flow region θr<θ<θmax\theta_{r}<\theta<\theta_{max}, three flow regimes can be distinguished that depend on how close θ\theta is to θr\theta_{r}: i) θ>>θr\theta>>\theta_{r}: Bagnold rheology, characterized by a mean particle velocity vxv_{x} in the direction of flow that scales as vxh3/2v_{x}\propto h^{3/2}, for a pile of height hh, ii) θθr\theta\gtrsim\theta_{r}: the slow flow regime, characterized by a linear velocity profile with depth, and iii) θθr\theta\approx\theta_{r}: avalanche flow characterized by a slow underlying creep motion combined with occasional free surface events and large energy fluctuations. We also probe the physics of the initiation and cessation of flow. The results are compared to several recent experimental studies on chute flows and suggest that differences between measured velocity profiles in these experiments may simply be a consequence of how far the system is from jamming.Comment: 19 pages, 14 figs, submitted to Physics of Fluid

    Fractal dimensions of jammed packings with power-law particle size distributions in two and three dimensions

    Full text link
    Static structure factors are computed for large-scale, mechanically stable, jammed packings of frictionless spheres (three dimensions) and disks (two dimensions) with broad, power-law size dispersity characterized by the exponent β-\beta. The static structure factor exhibits diverging power-law behavior for small wavenumbers, allowing us to identify a structural fractal dimension, dfd_f. In three dimensions, df2.0d_f \approx 2.0 for 2.5β3.82.5 \le \beta \le 3.8 , such that each of the structure factors can be collapsed onto a universal curve. In two dimensions, we instead find 1.0df1.341.0 \lesssim d_f \lesssim 1.34 for 2.1β2.92.1 \le \beta \le 2.9 . Furthermore, we show that the fractal behavior persists when rattler particles are removed, indicating that the long wavelength structural properties of the packings are controlled by the large particle backbone conferring mechanical rigidity to the system. A numerical scheme for computing structure factors for triclinic unit cells is presented and employed to analyze the jammed packings.Comment: 5 figures, 1 tabl

    Density of states in random lattices with translational invariance

    Full text link
    We propose a random matrix approach to describe vibrational excitations in disordered systems. The dynamical matrix M is taken in the form M=AA^T where A is some real (not generally symmetric) random matrix. It guaranties that M is a positive definite matrix which is necessary for mechanical stability of the system. We built matrix A on a simple cubic lattice with translational invariance and interaction between nearest neighbors. We found that for certain type of disorder phonons cannot propagate through the lattice and the density of states g(w) is a constant at small w. The reason is a breakdown of affine assumptions and inapplicability of the elasticity theory. Young modulus goes to zero in the thermodynamic limit. It strongly reminds of the properties of a granular matter at the jamming transition point. Most of the vibrations are delocalized and similar to diffusons introduced by Allen, Feldman et al., Phil. Mag. B v.79, 1715 (1999).Comment: 4 pages, 5 figure

    Granular packing simulation protocols: tap, press and relax

    Full text link
    Granular matter takes many paths to pack. Gentle compression, compaction or repetitive tapping can happen in natural and industrial processes. The path influences the packing microstructure, and thus macroscale properties, particularly for frictional grains. We perform discrete element modeling simulations to construct packings of frictional spheres implementing a range of stress-controlled protocols with 3D periodic boundary conditions. A volume-controlled over-compression method is compared to four stress-controlled methods, including over-compression and release, gentle under-compression and cyclical compression and release. The packing volume fraction of each method depends on the pressure, initial kinetic energy and protocol parameters. A non-monotonic pressure dependence in the volume fraction, but not the coordination number occurs when dilute particles initialized with a non-zero kinetic energy are compressed, but can be reduced with the inclusion of drag. The fraction of frictional contacts correlates with the volume fraction minimum. Packings were cyclically compressed 1000 times. Response to compression depends on pressure; low pressure packings have a constant volume fraction regime, while high pressure packings continue to get dense with number of cycles. The capability of stress-controlled, bulk-like particle simulations to capture different protocols is showcased, and the ability to pack at low pressures demonstrates unexpected behavior

    Partially fluidized shear granular flows: Continuum theory and MD simulations

    Full text link
    The continuum theory of partially fluidized shear granular flows is tested and calibrated using two dimensional soft particle molecular dynamics simulations. The theory is based on the relaxational dynamics of the order parameter that describes the transition between static and flowing regimes of granular material. We define the order parameter as a fraction of static contacts among all contacts between particles. We also propose and verify by direct simulations the constitutive relation based on the splitting of the shear stress tensor into a``fluid part'' proportional to the strain rate tensor, and a remaining ``solid part''. The ratio of these two parts is a function of the order parameter. The rheology of the fluid component agrees well with the kinetic theory of granular fluids even in the dense regime. Based on the hysteretic bifurcation diagram for a thin shear granular layer obtained in simulations, we construct the ``free energy'' for the order parameter. The theory calibrated using numerical experiments with the thin granular layer is applied to the surface-driven stationary two dimensional granular flows in a thick granular layer under gravity.Comment: 20 pages, 19 figures, submitted to Phys. Rev.
    corecore