Critical Scaling at the Jamming Transition Peter Olsson, Umeå University Stephen Teitel, University...

19
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
  • date post

    22-Dec-2015
  • Category

    Documents

  • view

    218
  • download

    0

Transcript of Critical Scaling at the Jamming Transition Peter Olsson, Umeå University Stephen Teitel, University...

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

granular materials large grains ⇒ T= 0

sheared foams polydisperse densely packed gas bubbles

structural glass

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”

upon decreasing the applied shear stress below a critical yield stress, the foam ceases to flow and behaves like an elastic solid

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

flowing ➝ rigid but disordered

conjecture by Liu and Nagel (Nature 1998)

jamming “point J” is a special criticalpoint in a larger 3D phase diagramwith the three axes:

volume densityT 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

1/

T

Jjamming

glas

s

surface below whichstates are jammed

shear stress

shear viscosity of a flowing granular material

velocity gradient

shear viscosity

expectabove jamming

below jamming

⇒ shear flow in fluid state

model granular material

bidisperse mixture of soft disks in two dimensions at T = 0equal numbers of disks with diameters d1 = 1, d2 = 1.4

for N disks in area LxLy the volume density is

interaction V(r) (frictionless)

non-overlapping ⇒ non-interacting

overlapping ⇒harmonic repulsion

r

(O’Hern, Silbert, Liu, Nagel, PRE 2003)

dynamics

Lx

Ly

Ly

Lees-Edwards boundary conditions

create a uniform shear strain

interactions strain rate

diffusively moving particles(particles in a viscous liquid)

position particle i

particles periodicunder transformation

strain driven by uniformapplied shear stress

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 on N and

simulation parameters

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

results for finite shear stress

c

c

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

J

c

control parameters

≡c ,

critical “point J”

,

bbb

we thus get the scaling law

bbb

choose length rescaling factor b ||

crossover scaling variable

crossover scaling exponent

scaling law

bbb

crossover scaling function

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)

1 vanishes as '

jamming transition at ii) f+(z) |z - z0|

' vanishes as z →z0 from above

(like adding small anisotropy field at a spin-flop bicritical point)

scaling collapse of viscosity

stress is arelevant variable

unclear if jamming remains at finite

point J is a true 2nd order critical point

correlation length

transverse velocity correlation function (average shear flow along x)

distance to minimum gives correlation length

regions separated by are anti-correlated

motion is by rotationof regions of size

scaling collapse of correlation length

diverges at point J

phase diagram in plane

volume density

shea

r st

ress

jammed

flowing

“point J”

0 c

c

'

'

cz

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?