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= Fully connected  model with parabolic potential=
= Fully connected  model with parabolic potential=
Let's study the mean field version of the cellular automata introduced in the previous lecture.
An alternative is to control the displacement of the interface. To achieve this, we introduce a parabolic potential which attracts each block to position <math>w</math> with a spring constant <math>m^2</math>. The local force
We introduce two approximations:
<center><math>
\sigma_i = h_{CM} - h_i + m^2(w-h_i)  
* Replace the Laplacian, which is short range, with a mean field fully connected interction
</math></center>
<center><math> \sigma_i= h_{CM} - h_i + m^2(w-h_i),  \quad    </math></center>.


The sum of all internal elastic forces is also zero because the interface is at equilibrium. The driving force is balanced only by the pinning forces. Hence the external force is a function of <math>w </math>
<center>
<math>f(w) = m^2 (w - h_{CM}).</math></center>


* The local threshold are  all equal. In particular we set
As <math>w</math> increases, the force <math>f</math> increases if <math>h_{CM}</math> does not move. When an avalanche occurs, <math>f</math> decreases. However, in the steady state and in the thermodynamic limit (<math>L \to \infty</math>), a well-defined value of <math>f</math> is recovered. In the limit <math>m \to 0</math> this force reaches the critical value
<center> <math> \sigma_i^{th}=1, \quad \forall i
<math>f_c</math>, while at finite <math>m </math> is slightly below. For simplicity, instead of the stresses, we study the distance from threshold
</math></center>.
 
 
As a consequence, in the limit <math>L\to \infty</math>, the statistical properties of the system are  described by the distribution of the local stresses <math> \sigma_i </math>. For simplicity, instead of the stresses, we study the distance from threshold
<center><math> x_i = 1-\sigma_i
<center><math> x_i = 1-\sigma_i
  </math></center>
  </math></center>

Revision as of 22:08, 8 September 2025

Fully connected model with parabolic potential

An alternative is to control the displacement of the interface. To achieve this, we introduce a parabolic potential which attracts each block to position w with a spring constant m2. The local force

σi=hCMhi+m2(whi)

The sum of all internal elastic forces is also zero because the interface is at equilibrium. The driving force is balanced only by the pinning forces. Hence the external force is a function of w

f(w)=m2(whCM).

As w increases, the force f increases if hCM does not move. When an avalanche occurs, f decreases. However, in the steady state and in the thermodynamic limit (L), a well-defined value of f is recovered. In the limit m0 this force reaches the critical value fc, while at finite m is slightly below. For simplicity, instead of the stresses, we study the distance from threshold

xi=1σi

The instability occurs when a block is at xi=0 and is followed by its stabilization and a redistribution on all the blocks :

{xi=0xi=Δ(stabilization)xjxj1LΔ1+m2(redistribution)


Dynamics

Our goal is thus to determine the distribution Pw(x) of all blocks, given their intial distribution, P0(x), and a value of w. Let's decompose in steps the dynamics

  • Drive: Increasing ww+dw each block decreases its distance to threshold
xixim2dw

.

As a consequence

Pw+dw(x)=Pw(x+m2dw)Pw(x)+m2dwxPw(x)


  • Stabilization : A fraction m2dwPw(0) of the blocks is unstable. The stabilization induces the change m2dwPw(0)m2dwPw(0)g(x). Hence, one writes
wPw(x)m2[xPw(x)+Pw(0)g(x)]

The stabilization of the unstable blocks induce a drop of the force per unit length

m2dwPw(0)dxxg(x)=m2dwPw(0)Δ

\

  • Redistribution This drop is (partially) compensated by the redistribution. The force acting on all points is increased:
xixim2dwPw(0)Δ1+m2

Again, most of the distribution will be driven to instability while a fraction of the blocks become unstable... we can write

wPw(x)=m2[xPw(x)+Pw(0)g(x)][1+Pw(0)Δ1+m2+(Pw(0)Δ1+m2)2+]

and finally:

wPw(x)=m21Pw(0)Δ1+m2[xPw(x)+Pw(0)g(x)]

Stationary solution

Increasing the drive the distribution converge to the fixed point:

0=xPstat(x)+Pstat(0)g(x)
  • Determine Pstat(0)=1Δ using
1=0dxPstat(x)=0dxxxPstat(x)
  • Show
Pstat(x)=1Δxg(z)dz

which is well normalized.

Critical Force

The average distance from the threshold gives a simple relation for the critical force, namely 1fc=x. Hence for the automata model we obtain:

fc=10dxxPstat(x)=112Δ2Δ

Exercise:

Let's assume an exponential distribution of the thresholds and show

  • Pstat(x)=ex/Δ/Δ
  • fc=1Δ

Avalanches or instability?

We consider an avalanche starting from a single unstable site x0=0 and the sequence of sites more close to instabitity x1<x2<x3. For each unstable block, all the blocks receive a random kick:

Δ1(1+m2)L,Δ2(1+m2)L,Δ3(1+m2)L,

with Δ1,Δ2,Δ3, drwan from g(Δ) Are these kick able to destabilize other blocks?


Given the initial condition and w, the state of the system is described by Pw(x). From the extreme values theory we know the equation setting the average position of the most unstable block is

0x1Pw(t)dt=1L

Hence, for large systems we have

x11LPw(0),x22LPw(0),x33LPw(0),

Hence we need to compare the mean value of the kick with the mean gap between nearest unstable sites:

Δ(1+m2)Lversus 1Pw(0)L

Note that L simplifies. We expect three possibilities:

  • if the mean kick is smaller than the mean gap the system is subcritical and avalanches quickly stops.
  • if the mean kick is equal to the mean gap the system is critical and avalanches are power law distributed
  • if the mean kick is larger of the mean gap the system is super-critical and avalanches are unstable.

Note that in the stationary regime the ratio between mean kick and mean gap is 1/(1+m2). Hence, the system is subcritical when m>0 and critical for m=0


Mapping to the Brownian motion

Let's define the random jumps and the associated random walk

η1=Δ1(1+m2)Lx1,η2=Δ2(1+m2)L(x2x1),η3=Δ3(1+m2)L(x3x2)
Xn=i=1nηiwithηi=ΔL(1+m2)1LPw(0)

An avalanche is active until Xn is positive. Hence, the size of the avalanche identifies with first passage time of the random walk.

  • Critical case : In this case the jump distribution is symmetric and we can set X0=0. Under these hypothesis the Sparre-Andersen theorem state that the probability that the random walk remains positive for n steps is independent on the jump disribution and for a large number of steps becomes Q(n)1πn. Hence, the distribution avalanche size is
P(S)=Q(S)Q(S+1)1πS1π(S+1)12π1S3/2

This power law is of Gutenberg–Richter type. The universal exponent is τ=3/2

  • Stationary regime: Replacing 1LPw(0) with 1LPstat(0)=ΔL we get ηim21+m2ΔL. For small m, the random walk is only sliglty tilted. The avalanche distribution will be power law distributed with τ=3/2 until a cut-off
Smaxm4