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Critical Scaling at the Jamming Transition. Peter Olsson , Umeå University Stephen Teitel , University of Rochester Supported by : US Department of Energy Swedish High Performance Computing Center North. outline. • introduction - jamming phase diagram
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Critical Scaling at the Jamming Transition Peter Olsson, Umeå University Stephen Teitel, University of Rochester Supported by: US Department of Energy Swedish High Performance Computing Center North
outline • introduction - jamming phase diagram • our model for a granular material • simulations in 2D at T= 0 • scaling collapse for shear viscosity • correlation length • critical exponents • conclusions
flowing ➝ rigid but disordered granular materials large grains ⇒ T= 0 upon increasing the volume density of particles above a critical value the sudden appearance of a finite shear stiffness signals a transition from a flowing state to a rigid but disordered state - this is the jamming transition “point J” sheared foamspolydisperse densely packed gas bubbles upon decreasing the applied shear stress below a critical yield stress, the foam ceases to flow and behaves like an elastic solid structural glass upon decreasing the temperature, the viscosity of a liquid grows rapidly and the liquid freezes into a disordered rigid solid animations from Leiden granular group website
T glass jamming J 1/ surface below which states are jammed conjecture by Liu and Nagel (Nature 1998) jamming “point J” is a special critical point in a larger 3D phase diagram with the three axes: volume density T temperature applied shear stress (nonequilibrium axis) understanding T = 0 jamming at “point J” in granular materials may have implications for understanding the structural glass transition at finite T here we consider the plane at T = 0
⇒ shear flow in fluid state shear stress velocity gradient shear viscosity below jamming expect above jamming shear viscosity of a flowing granular material
for N disks in area LxLy the volume density is non-overlapping ⇒ non-interacting overlapping ⇒ harmonic repulsion r model granular material (O’Hern, Silbert, Liu, Nagel, PRE 2003) bidisperse mixture of soft disks in two dimensionsat T = 0 equal numbers of disks with diameters d1 = 1, d2 = 1.4 interaction V(r)(frictionless)
Lees-Edwards boundary conditions create a uniform shear strain Ly Ly position particle i particles periodic under transformation Lx diffusively moving particles (particles in a viscous liquid) interactions strain rate strain driven by uniform applied shear stress dynamics
simulation parameters Lx = Ly N = 1024 for < 0.844 N = 2048 for ≥ 0.844 t ~ 1/N, integrate with Heun’s method (ttotal) ~ 10, ranging from 1 to 200 depending onNand finite size effects negligible (can’t get too close to c) animation at: = 0.830 0.838 c ≃ 0.8415 = 10-5
results for small = 10-5(represents → 0 limit, “point J”) as N increases, -1() vanishes continuously at c≃ 0.8415 smaller systems jam below c
c c results for finite shear stress
critical “point J” control parameters J ≡c , , c we thus get the scaling law bbb scaling about “point J” for finite shear stress scaling hypothesis (2nd order phase transitions): at a 2nd order critical point, a diverging correlation length determines all critical behavior quantities that vanish at the critical point all scale as some power of rescaling the correlation length, → b, corresponds to rescaling bbb
crossover scaling function crossover scaling variable crossover scaling exponent scaling law bbb choose length rescaling factor b ||
jamming transition at possibilities 0 stress is irrelevant variable jamming at finite in same universality class as point J (like adding a small magnetic field to an antiferromagnet) 0 stress is relevant variable jamming at finite in different universality class from point J i) f(z) vanishes only at z 0 finite destroys the jamming transition (like adding a small magnetic field to a ferromagnet) ii) f+(z)|z - z0|' vanishes as z →z0 from above 1 vanishes as ' (like adding small anisotropy field at a spin-flop bicritical point)
scaling collapse of viscosity stress is a relevant variable point J is a true 2nd order critical point unclear if jamming remains at finite
transverse velocity correlation function (average shear flow along x) distance to minimum gives correlation length correlation length regions separated by are anti-correlated motion is by rotation of regions of size
scaling collapse of correlation length diverges at point J
' flowing shear stress ' jammed cz c 0 c volume density “point J” phase diagram in plane
critical exponents ≃ ≃ ≃ ≃ ≃ if scaling is isotropic, then expect ≃dx/dy is dimensionless then d ~ dimensionless ⇒ d⇒ d ddt)/zd = (zd) ⇒ z = + d = 4.83 where z is dynamic exponent
conclusions • point J is a true 2nd order critical point • correlation length diverges at point J • critical scaling extends to non-equilibrium driven steady states at finite shear stress in agreement with proposal by Liu and Nagel • shear stress is a relevant variable that changes the critical behavior at point J • jamming transition at finite remains to be clarified • finite temperature?