Solutions to Problem Set 5 Edited by Chris H. Rycroft

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Solutions to Problem Set 5

Edited by Chris H.

Rycroft

December 5, 2006

1 Restoring force for highly stretched polymers

1.1

A globally valid asymptotic approximation

Using the substitution t = ua the expression can be rewritten as

P

N

( r ) =

=

2 π

2 π

1

2

2

1 r a 2

� r

0

� t a sin( rt/a )

� sin t t �

N

0

∞ t sin( rt/a )

� sin t �

N t dt a dt

The integrand is even, and can be rewritten as

P

N

( r ) =

=

=

=

4 π 2

1 a 2

1 r

8 iπ 2 a 2 r

−∞ t sin( rt/a )

� sin( t ) t

N dt

� u e irt/a

− e

− irt/a

� sin( t ) �

N t

4 iπ

1

2

1 a 2 r

−∞

∞ te irt/a

� sin( t )

−∞ t

N dt

4 iπ 2 a 2 r

−∞ t exp [ − N f ( t )] dt dt where f ( t ) = − irt

N a

− log

� sin t �

.

t

We define ξ = r/N a and keep it fixed.

The first and second derivatives are f f

��

( t ) = − iξ − cot t +

( t ) = 1 + cot

2 t −

1 t

1 t 2

.

Solution to problem 1 based on sections of Random Walks and Random Environments by Barry Hughes.

Solutions

2 and 3 based on previous years.

1

M.

Z.

Bazant – 18.366

Random Walks and Diffusion – Problem Set 5 Solutions 2

By putting f

( t ) = 0, we find that there is a saddle point at t

0

= iL

− 1

( ξ ) where L is the Langevin function L ( ξ ) = coth ξ − 1 /ξ .

Over the range 0 < ξ < 1 the Langevin function is monotonic and thus has a well-defined inverse.

We see that the second derivative of f can be written as f

��

( t ) = 1 − coth

2

1

( − it ) +

( − it ) 2

� 1

= 1 − coth( − it ) −

( − it )

2

2 coth( − it )

( − it )

= 1 − ξ

2 −

2 ξ

L

− 1 ( ξ )

.

2

+

( − it ) 2

This function is positive, so we deform the contour of integration to the line Im( t ) = L

− 1

( ξ ).

Our main contribution comes from the above saddle point and we obtain

P

N

( r ) ∼

L

− 1

( ξ )

4 π 2 ra 2 N (1 − ξ 2

2 π

− 2 ξ/L − 1 ( ξ )) e

− N ξL

− 1

( ξ )

� sinh( L

− 1

L − 1 ( ξ )

( ξ )) �

N

.

ξ

L

− 1

( ξ )

8 π 3 N 3 a 6 (1 − ξ 2 − 2 ξ/L − 1 ( ξ )) e

− N ξL

− 1

( ξ )

� sinh( L

− 1

( ξ )) �

N

L − 1 ( ξ )

.

r

8 π 3 N a 4

L

− 1 ( r/aN )

(1 − ( r/aN ) 2 − 2 r/aN L − 1 ( r/aN )) e

− rL

− 1

( r/aN ) /a

� sinh( L

− 1 ( r/aN )) �

N

L

− 1 ( r/aN )

.

1.2

Free energy

The free energy is given by

F = T S

= − T log P

N

( r )

T

2

− T log � 8 π log L

3

− 1

N a

(

4

(1 r/aN

− (

) + r/aN

T log

) r

2 − 2 r/aN L

− 1

( r/aN )) � + rT L

− 1

( r/N a ) a

− T N log

� sinh( L

L − 1

− 1

( r/N a )) �

.

( r/N a )

The restoring force is given by f = − dF dr

= −

T ( − 2 r/a

2

N

2 − 2 /aN L

− 1

( r/N a ) + 2 rM ( r/N a ) / ( aN L

− 1

( r/N a ))

2

)

2(1 − ( r/aN ) 2 − 2 r/aN L − 1 ( r/aN ))

T L

− 1

( r/N a ) T rM ( r/N a )

− a N a 2

M ( r/aN )

+ T aN L − 1 ( r/aN )

− T /r

=

+

T N coth( L

− 1

( r/N a ) M ( r/N a ) T N M ( r/N a )

N a N aL − 1 ( r/N a )

T ( − 2 r/a

2

N

2 − 2 /aN L

− 1

( r/N A ) + 2 rM ( r/N a ) / ( aN L

− 1

( r/N a ))

2

)

2(1 − ( r/aN ) 2 − 2 r/aN L − 1 ( r/aN ))

T L

− 1

( r/N a ) a

M ( r/aN )

+ T aN L − 1 ( r/aN )

− T /r

M.

Z.

Bazant – 18.366

Random Walks and Diffusion – Problem Set 5 Solutions

22

20

18

16

14

12

10

8

6

4

-8 -6 -4 -2 0 r

2 4

Central

Saddle Point

6 8

3

Figure 1: Comparison between the two approximations for free energy for the case when a = T = 1 and N = 10.

where M ( z ) is the first derivative of L

− 1

( z ).

By the inverse function theorem, we know that

M ( z ) =

1

L � ( L − 1 ( z ))

.

We compare this to the central region approximation, shown on problem set 1 to be

P c

N

( r ) ∼

� 3

2 πa 2 N

3 / 2

� 3 r

2 exp −

2 a 2 N

.

The free energy for this expression is

F c

= −

3

2 log

� 3

2 πa 2 N

+

3 r

2

2 a 2 N

.

and the restoring force is f c

∼ − a

3 r

2 N

.

A comparison between the two expressions for free energy and restoring force are shown in figures

1 and 2 respectively.

We see a good match in the central region between the two approximations.

As r → a , we see that the restoring force begins to get very large, as would be expected for a highly stretched polymer.

M.

Z.

Bazant – 18.366

Random Walks and Diffusion – Problem Set 5 Solutions

10

8

6

4

2

0

-2

-4

-6

-8

-10

-8 -6 -4 -2 0 r

2 4

Central

Saddle Point

6 8

4

Figure 2: Comparison between the two approximations for the restoring force for the case when a = T = 1 and N = 10.

2 Linear Polymer Structure

2.1

Mean Total Energy

We define η = ασ 2 /kT so that p ( θ ) ∝ e η cos θ .

The normalizing constant can be found as

A ( η ) =

2 π

π e

η cos θ sin θdθdφ

0

= 2 π e

η

0

− e

− η

η

= 4 π sinh

η

η

.

Thus we have the normalized p ( θ ) as

1 p ( θ ) =

A ( η ) e

η cos θ

=

η

4 π sinh η e

η cos θ

.

To get � E

N

� we first calculate the correlation coefficient ρ ( T ), which is

ρ ( T ) =

� Δ

�x n

· Δ x� n +1

= � cos θ � .

a 2

We can get this easily using the derivative of A ( η ):

1

� cos θ � =

A ( η )

0

2 π

0

π

= cos θe

η cos θ sin

1 dA ( η )

= coth η −

A ( η ) dη

1

.

η

θdθdφ

M.

Z.

Bazant – 18.366

Random Walks and Diffusion – Problem Set 5 Solutions 5

Therefore

� E

N

� = − ( N − 1) αa

2

ρ ( T ) = − ( N − 1) αa

2

� 1 � coth η − .

η

2.2

Asymptotic scaling

Since two adjacent steps have correlation ρ ( T ), the correlation between n -th and n + m -th steps is generally given by

� Δ

�x n

· Δ x� n + m

= ρ ( T ) m

.

a 2

From the lecture we know

� R

2

N

� ∼

1 + ρ ( T ) a

2

1 − ρ ( T ) and a eff

( T ) ∼

1 + ρ ( T )

1 − ρ ( T ) a as N → ∞ .

Thus the asymptotic behaviors of ρ ( T ) and a eff

( T ) are

ρ ( T ) = e

η

+ e

− η e η − e − η

1

η

=

η 3 ασ

3

1

=

1 k

B

= 1 −

η

2

T k

B

T

ασ 2 a eff

( T )

∼ a

1 +

3 ασ

2 k

2 ασ

B

2

T k

B

T

(

(

T

T

→ ∞

(

(

0)

η

η

.

)

→ 0

→ ∞ or or

T

T

→ ∞

)

0) ,

3 A persistent L´ flight

First we take the sum of our non-independent steps, each expressed in terms of the independent steps, denoted with primes.

X

N

N

= Δ x n

= (1 + ρ )Δ x

1

+

N − 1

Δ x

� n

+ (1 − ρ )Δ x

N

.

n =1 n =2

The structure function, P k ), of the PDF of � Δ x n is given by the product of the structure functions associated with each step.

The length scales of the first and last steps are renormalized by 1 + ρ and 1 − ρ respectively.

Thus the structure function for the entire walk is given by

P

ˆ

N

( k ) = exp {− a (1 + ρ ) | k | − a ( N − 2) | k | − a (1 − ρ ) | k |} = e

− aN | k | and the corresponding PDF as found in Homework 1 is given by

P

N

( x ) = aN

π ( x 2 + a 2 N 2 )

.

Thus the half-width scales as Δ x

1 / 2

∼ aN and it doesn’t depend on ρ at all.

M.

Z.

Bazant – 18.366

Random Walks and Diffusion – Problem Set 5 Solutions 6

4 A continuous-time random walk

As shown in the lecture notes (2005, lecture 23), if the waiting time distribution is ψ ( t ) = e

− t

, then the number of steps N that have taken place by time t follows a Poisson distribution

P ( N, t ) = t

N e − t

N !

.

We also know that the probability of a Bernoulli walker being at a location x after N steps is

P ( x, N ) =

2

− N �

N

N

+ x

2

0 for for x x

+

+

N

N even odd.

By summing over all possible numbers of steps taken, we find that the probability disribution of the walker being at a location x after time t is

P ( x, t ) = P ( N, t ) P ( N, t )

N =0

Only the terms in this sum of the form N = x + 2 m where m = 0 , 1 , 2 , . . .

will have a non-zero contribution, so

P ( x, t ) =

P ( x + 2 m, t ) P ( x + 2 m, t ) m =0

2

− x − 2 �

+2 m m

� t x +2 m e

− t

=

( x + 2 m )!

m =0

( t/ 2) x +2 m e

− t

=

( x + m )!

m !

m =0

= I x

( t ) e

− t where I x

( t ) is the modified Bessel function.

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