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Lecture Structure “Falling Ball” Rheology Response Tensors Generalized Stokes Equation Viscoelastic Materials Inhomogeneities Two-Particle Microrheology One- and Two-Particle Microrheology Tyler Shendruk February 11, 2011 Tyler Shendruk One- and Two-Particle Microrheology

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Page 1: One- and Two-Particle Microrheology -   - Get a Free

Lecture Structure“Falling Ball” Rheology

Response TensorsGeneralized Stokes Equation

Viscoelastic MaterialsInhomogeneities

Two-Particle Microrheology

One- and Two-Particle Microrheology

Tyler Shendruk

February 11, 2011

Tyler Shendruk One- and Two-Particle Microrheology

Page 2: One- and Two-Particle Microrheology -   - Get a Free

Lecture Structure“Falling Ball” Rheology

Response TensorsGeneralized Stokes Equation

Viscoelastic MaterialsInhomogeneities

Two-Particle Microrheology

Outline1 Lecture Structure2 “Falling Ball” Rheology

Stokes FlowFriction CoefficientGeneralization to Nonspherical Particles

3 Response TensorsFriction TensorMobility TensorHydrodynamic Interaction TensorCompliance Tensor

4 Generalized Stokes Equation5 Viscoelastic Materials

Complex Response FunctionsGeneralized Response FunctionsFrequency DomainsGeneralized Einstein EquationGeneral Transform

6 InhomogeneitiesLocal MediumLocal vs Long Range

7 Two-Particle MicrorheologyTwo-Particle Langevin EquationResponse FunctionsMicrorheology Scheme

Tyler Shendruk One- and Two-Particle Microrheology

Page 3: One- and Two-Particle Microrheology -   - Get a Free

Lecture Structure“Falling Ball” Rheology

Response TensorsGeneralized Stokes Equation

Viscoelastic MaterialsInhomogeneities

Two-Particle Microrheology

Stokes FlowFriction CoefficientGeneralization to Nonspherical Particles

Sphere Through a Fluid

Given:

Navier-Stokes Equation:

ρ∂~v

∂t= −~∇p + η∇2~v − ρ~v · ~∇~v + ~f

↓~∇p ≈ η∇2~v

BCs: vr = 0 at r = infty

vθ = 0 at r =∞vr = −V cos θ at r = R

vθ = V sin θ at r = R

Tyler Shendruk One- and Two-Particle Microrheology

Page 4: One- and Two-Particle Microrheology -   - Get a Free

Lecture Structure“Falling Ball” Rheology

Response TensorsGeneralized Stokes Equation

Viscoelastic MaterialsInhomogeneities

Two-Particle Microrheology

Stokes FlowFriction CoefficientGeneralization to Nonspherical Particles

Sphere Through a Fluid

Given:

Navier-Stokes Equation:

ρ∂~v

∂t= −~∇p + η∇2~v − ρ~v · ~∇~v + ~f

↓~∇p ≈ η∇2~v

BCs: vr = 0 at r = infty

vθ = 0 at r =∞vr = −V cos θ at r = R

vθ = V sin θ at r = R

Tyler Shendruk One- and Two-Particle Microrheology

Page 5: One- and Two-Particle Microrheology -   - Get a Free

Lecture Structure“Falling Ball” Rheology

Response TensorsGeneralized Stokes Equation

Viscoelastic MaterialsInhomogeneities

Two-Particle Microrheology

Stokes FlowFriction CoefficientGeneralization to Nonspherical Particles

Sphere Through a Fluid

Solution:

vr =V

2

[3

(R

r

)−(R

r

)3]

cos θ

vθ = −V

4

[3

(R

r

)+

(R

r

)3]

sin θ

Tyler Shendruk One- and Two-Particle Microrheology

Page 6: One- and Two-Particle Microrheology -   - Get a Free

Lecture Structure“Falling Ball” Rheology

Response TensorsGeneralized Stokes Equation

Viscoelastic MaterialsInhomogeneities

Two-Particle Microrheology

Stokes FlowFriction CoefficientGeneralization to Nonspherical Particles

Flow Past a Sphere

Given:

Can either reset BCs and solve again or

superimpose uniform flow(in spherical coordinates) on to our solution of a sphere movingthrough a fluid.

Solution:

vr = −V

[1− 3

2

(R

r

)+

1

2

(R

r

)3]

cos θ

vθ = V

[1− 3

4

(R

r

)+

1

4

(R

r

)3]

sin θ

Tyler Shendruk One- and Two-Particle Microrheology

Page 7: One- and Two-Particle Microrheology -   - Get a Free

Lecture Structure“Falling Ball” Rheology

Response TensorsGeneralized Stokes Equation

Viscoelastic MaterialsInhomogeneities

Two-Particle Microrheology

Stokes FlowFriction CoefficientGeneralization to Nonspherical Particles

Flow Past a Sphere

Given:

Can either reset BCs and solve again or superimpose uniform flow(in spherical coordinates) on to our solution of a sphere movingthrough a fluid.

Solution:

vr = −V

[1− 3

2

(R

r

)+

1

2

(R

r

)3]

cos θ

vθ = V

[1− 3

4

(R

r

)+

1

4

(R

r

)3]

sin θ

Tyler Shendruk One- and Two-Particle Microrheology

Page 8: One- and Two-Particle Microrheology -   - Get a Free

Lecture Structure“Falling Ball” Rheology

Response TensorsGeneralized Stokes Equation

Viscoelastic MaterialsInhomogeneities

Two-Particle Microrheology

Stokes FlowFriction CoefficientGeneralization to Nonspherical Particles

Drag

Technique:

Having found the velocity, one can get the pressure from theNavier-Stokes Eq. The force of the fluid on the sphere is then theintegral of the pressure over the total surface area.

Solution:

~F = 6πηR ~V

= ξ~V

ξ is call the friction coefficient.

Tyler Shendruk One- and Two-Particle Microrheology

Page 9: One- and Two-Particle Microrheology -   - Get a Free

Lecture Structure“Falling Ball” Rheology

Response TensorsGeneralized Stokes Equation

Viscoelastic MaterialsInhomogeneities

Two-Particle Microrheology

Stokes FlowFriction CoefficientGeneralization to Nonspherical Particles

Drag

Technique:

Having found the velocity, one can get the pressure from theNavier-Stokes Eq. The force of the fluid on the sphere is then theintegral of the pressure over the total surface area.

Solution:

~F = 6πηR ~V

= ξ~V

ξ is call the friction coefficient.

Tyler Shendruk One- and Two-Particle Microrheology

Page 10: One- and Two-Particle Microrheology -   - Get a Free

Lecture Structure“Falling Ball” Rheology

Response TensorsGeneralized Stokes Equation

Viscoelastic MaterialsInhomogeneities

Two-Particle Microrheology

Stokes FlowFriction CoefficientGeneralization to Nonspherical Particles

“Falling Ball” Rheology

“Falling Ball” Rheology

Give ~F ,R and measuring ~V one can determine η.

Tyler Shendruk One- and Two-Particle Microrheology

Page 11: One- and Two-Particle Microrheology -   - Get a Free

Lecture Structure“Falling Ball” Rheology

Response TensorsGeneralized Stokes Equation

Viscoelastic MaterialsInhomogeneities

Two-Particle Microrheology

Stokes FlowFriction CoefficientGeneralization to Nonspherical Particles

NonSpherical Objects

Orientation

Now the drag depends on the orientation suggesting

Fi = 6πηRijVj

Translation Tensor

For a rigid body, R depends solely on the size and shape of theobject. For a sphere, Rij = Rδij .

Tyler Shendruk One- and Two-Particle Microrheology

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Lecture Structure“Falling Ball” Rheology

Response TensorsGeneralized Stokes Equation

Viscoelastic MaterialsInhomogeneities

Two-Particle Microrheology

Stokes FlowFriction CoefficientGeneralization to Nonspherical Particles

NonSpherical Objects

Orientation

Now the drag depends on the orientation suggesting

Fi = 6πηRijVj

Translation Tensor

For a rigid body, R depends solely on the size and shape of theobject. For a sphere, Rij = Rδij .

Tyler Shendruk One- and Two-Particle Microrheology

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Lecture Structure“Falling Ball” Rheology

Response TensorsGeneralized Stokes Equation

Viscoelastic MaterialsInhomogeneities

Two-Particle Microrheology

Stokes FlowFriction CoefficientGeneralization to Nonspherical Particles

NonSpherical Objects

Orientation

Now the drag depends on the orientation suggesting

Fi = 6πηRijVj

Translation Tensor

For a rigid body, R depends solely on the size and shape of theobject. For a sphere, Rij = Rδij .

Tyler Shendruk One- and Two-Particle Microrheology

Page 14: One- and Two-Particle Microrheology -   - Get a Free

Lecture Structure“Falling Ball” Rheology

Response TensorsGeneralized Stokes Equation

Viscoelastic MaterialsInhomogeneities

Two-Particle Microrheology

Friction TensorMobility TensorHydrodynamic Interaction TensorCompliance Tensor

Friction

Grouping Translation Tensor and Viscosity

ξ ≡ 6πηR

Why was this a good idea?

Tyler Shendruk One- and Two-Particle Microrheology

Page 15: One- and Two-Particle Microrheology -   - Get a Free

Lecture Structure“Falling Ball” Rheology

Response TensorsGeneralized Stokes Equation

Viscoelastic MaterialsInhomogeneities

Two-Particle Microrheology

Friction TensorMobility TensorHydrodynamic Interaction TensorCompliance Tensor

Friction

Grouping Translation Tensor and Viscosity

ξ ≡ 6πηR

Why was this a good idea?No-slip at spherical surface:

~F = 6πηR ~V

Tyler Shendruk One- and Two-Particle Microrheology

Page 16: One- and Two-Particle Microrheology -   - Get a Free

Lecture Structure“Falling Ball” Rheology

Response TensorsGeneralized Stokes Equation

Viscoelastic MaterialsInhomogeneities

Two-Particle Microrheology

Friction TensorMobility TensorHydrodynamic Interaction TensorCompliance Tensor

Friction

Grouping Translation Tensor and Viscosity

ξ ≡ 6πηR

Why was this a good idea?Perfect-slip at spherical surface:

~F = 4πηR ~V

Tyler Shendruk One- and Two-Particle Microrheology

Page 17: One- and Two-Particle Microrheology -   - Get a Free

Lecture Structure“Falling Ball” Rheology

Response TensorsGeneralized Stokes Equation

Viscoelastic MaterialsInhomogeneities

Two-Particle Microrheology

Friction TensorMobility TensorHydrodynamic Interaction TensorCompliance Tensor

Friction

Grouping Translation Tensor and Viscosity

ξ ≡ 6πηR

Why was this a good idea?General-slip at spherical surface:

~F = 6πηR

(βR + 2η

βR + 3η

)~V

Tyler Shendruk One- and Two-Particle Microrheology

Page 18: One- and Two-Particle Microrheology -   - Get a Free

Lecture Structure“Falling Ball” Rheology

Response TensorsGeneralized Stokes Equation

Viscoelastic MaterialsInhomogeneities

Two-Particle Microrheology

Friction TensorMobility TensorHydrodynamic Interaction TensorCompliance Tensor

Friction

Grouping Translation Tensor and Viscosity

ξ ≡ 6πηR

Why was this a good idea?Spherical Liquid Droplet:

~F = 6πηR

(ε/R + 2ηo + 3ηiε/R + 3ηo + 3ηi

)~V

Tyler Shendruk One- and Two-Particle Microrheology

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Lecture Structure“Falling Ball” Rheology

Response TensorsGeneralized Stokes Equation

Viscoelastic MaterialsInhomogeneities

Two-Particle Microrheology

Friction TensorMobility TensorHydrodynamic Interaction TensorCompliance Tensor

Friction

Grouping Translation Tensor and Viscosity

ξ ≡ 6πηR

Why was this a good idea?

Because the particle’s interaction with the fluid requires definition

~F ≡ ξ ~Vξ = 6πkηR

where k is any correction term to Stokes drag.

Tyler Shendruk One- and Two-Particle Microrheology

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Lecture Structure“Falling Ball” Rheology

Response TensorsGeneralized Stokes Equation

Viscoelastic MaterialsInhomogeneities

Two-Particle Microrheology

Friction TensorMobility TensorHydrodynamic Interaction TensorCompliance Tensor

Elipsoids

Elipsoid (Return to translation tensor for a moment)

R =

R1,1 R1,2 R1,3

R2,1 R2,2 R2,3

R3,1 R3,2 R3,3

Can always rotate to principle moments (think moment of inertiatensor)

Tyler Shendruk One- and Two-Particle Microrheology

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Lecture Structure“Falling Ball” Rheology

Response TensorsGeneralized Stokes Equation

Viscoelastic MaterialsInhomogeneities

Two-Particle Microrheology

Friction TensorMobility TensorHydrodynamic Interaction TensorCompliance Tensor

Elipsoids

Elipsoid (Return to translation tensor for a moment)

R =

R1 0 00 R2 00 0 R3

Ri are the principle translation coefficients.

Tyler Shendruk One- and Two-Particle Microrheology

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Lecture Structure“Falling Ball” Rheology

Response TensorsGeneralized Stokes Equation

Viscoelastic MaterialsInhomogeneities

Two-Particle Microrheology

Friction TensorMobility TensorHydrodynamic Interaction TensorCompliance Tensor

Elipsoids

Elipsoid (Return to translation tensor for a moment)

R1 =8

3

a2 − b2

(2a2 − b2)S − 2a

R2 = R3

=16

3

a2 − b2

(2a2 − 3b2) S − 2a

Tyler Shendruk One- and Two-Particle Microrheology

Page 23: One- and Two-Particle Microrheology -   - Get a Free

Lecture Structure“Falling Ball” Rheology

Response TensorsGeneralized Stokes Equation

Viscoelastic MaterialsInhomogeneities

Two-Particle Microrheology

Friction TensorMobility TensorHydrodynamic Interaction TensorCompliance Tensor

Elipsoids

Elipsoid (Return to translation tensor for a moment)

R1 =8

3

a2 − b2

(2a2 − b2)S − 2a

R2 = R3

=16

3

a2 − b2

(2a2 − 3b2) S − 2a

Prolate

For a > b:

S = 2(a2 − b2

)−1/2ln

[a +

(a2 − b2

)1/2

b

]

a b → rod.

Tyler Shendruk One- and Two-Particle Microrheology

Page 24: One- and Two-Particle Microrheology -   - Get a Free

Lecture Structure“Falling Ball” Rheology

Response TensorsGeneralized Stokes Equation

Viscoelastic MaterialsInhomogeneities

Two-Particle Microrheology

Friction TensorMobility TensorHydrodynamic Interaction TensorCompliance Tensor

Elipsoids

Elipsoid (Return to translation tensor for a moment)

R1 =8

3

a2 − b2

(2a2 − b2)S − 2a

R2 = R3

=16

3

a2 − b2

(2a2 − 3b2) S − 2a

Oblate

For a < b:

S = 2(a2 − b2

)−1/2tan−1

[a +

(a2 − b2

)1/2

a

]

b a→ disk.

Tyler Shendruk One- and Two-Particle Microrheology

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Lecture Structure“Falling Ball” Rheology

Response TensorsGeneralized Stokes Equation

Viscoelastic MaterialsInhomogeneities

Two-Particle Microrheology

Friction TensorMobility TensorHydrodynamic Interaction TensorCompliance Tensor

Mean Friction

Mean Translation Coefficient

1

〈R〉=

1

3

(1

R1+

1

R2+

1

R3

)which amounts to an equivalent radius.

Mean Friction Coefficient

1

〈ξ〉=

1

3

(1

ξ1+

1

ξ2+

1

ξ3

)where 1, 2, 3 are the principle axes.

Tyler Shendruk One- and Two-Particle Microrheology

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Lecture Structure“Falling Ball” Rheology

Response TensorsGeneralized Stokes Equation

Viscoelastic MaterialsInhomogeneities

Two-Particle Microrheology

Friction TensorMobility TensorHydrodynamic Interaction TensorCompliance Tensor

Perin Factor

Equivalent Sphere

The ratio of the mean translation coefficient to a sphere of thesame volume is called the Perin Factor:

F =〈R〉Rsph

=〈ξ〉ξsph

Tyler Shendruk One- and Two-Particle Microrheology

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Lecture Structure“Falling Ball” Rheology

Response TensorsGeneralized Stokes Equation

Viscoelastic MaterialsInhomogeneities

Two-Particle Microrheology

Friction TensorMobility TensorHydrodynamic Interaction TensorCompliance Tensor

Mobility

Mobility

~V ≡ µ~F

µ’s relation to ξ:

µ ≡ ξ−1

Tyler Shendruk One- and Two-Particle Microrheology

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Lecture Structure“Falling Ball” Rheology

Response TensorsGeneralized Stokes Equation

Viscoelastic MaterialsInhomogeneities

Two-Particle Microrheology

Friction TensorMobility TensorHydrodynamic Interaction TensorCompliance Tensor

Mobility

Mobility

~V ≡ µ~F

µ’s relation to ξ:

µ ≡ ξ−1

Tyler Shendruk One- and Two-Particle Microrheology

Page 29: One- and Two-Particle Microrheology -   - Get a Free

Lecture Structure“Falling Ball” Rheology

Response TensorsGeneralized Stokes Equation

Viscoelastic MaterialsInhomogeneities

Two-Particle Microrheology

Friction TensorMobility TensorHydrodynamic Interaction TensorCompliance Tensor

Mean Mobility

Mean Friction Coefficient

1

〈ξ〉=

1

3

(1

ξ1+

1

ξ2+

1

ξ3

)and µ = 1/ξ therefore . . .

Mean Mobility Coefficient

〈µ〉 =1

3(µ1 + µ2 + µ3)

Tyler Shendruk One- and Two-Particle Microrheology

Page 30: One- and Two-Particle Microrheology -   - Get a Free

Lecture Structure“Falling Ball” Rheology

Response TensorsGeneralized Stokes Equation

Viscoelastic MaterialsInhomogeneities

Two-Particle Microrheology

Friction TensorMobility TensorHydrodynamic Interaction TensorCompliance Tensor

Mean Mobility

Mean Friction Coefficient

1

〈ξ〉=

1

3

(1

ξ1+

1

ξ2+

1

ξ3

)and µ = 1/ξ therefore . . .

Mean Mobility Coefficient

〈µ〉 =1

3(µ1 + µ2 + µ3)

Tyler Shendruk One- and Two-Particle Microrheology

Page 31: One- and Two-Particle Microrheology -   - Get a Free

Lecture Structure“Falling Ball” Rheology

Response TensorsGeneralized Stokes Equation

Viscoelastic MaterialsInhomogeneities

Two-Particle Microrheology

Friction TensorMobility TensorHydrodynamic Interaction TensorCompliance Tensor

Oseen-Burgers Tensor

Components Notation

Consider the velocity of perturbed fluid due to the sphere’smovement:

vr =V

2

[3

(R

r

)−(R

r

)3]

cos θ

vθ = −V

4

[3

(R

r

)+

(R

r

)3]

sin θ

Tyler Shendruk One- and Two-Particle Microrheology

Page 32: One- and Two-Particle Microrheology -   - Get a Free

Lecture Structure“Falling Ball” Rheology

Response TensorsGeneralized Stokes Equation

Viscoelastic MaterialsInhomogeneities

Two-Particle Microrheology

Friction TensorMobility TensorHydrodynamic Interaction TensorCompliance Tensor

Oseen-Burgers Tensor

Components Notation

Consider the velocity of perturbed fluid due to the sphere’smovement:

vr =V

2

[3

(R

r

)−(R

r

)3]

cos θ

vθ = −V

4

[3

(R

r

)+

(R

r

)3]

sin θ

Vector Notation

~v = vr~er + vθ~eθ

Tyler Shendruk One- and Two-Particle Microrheology

Page 33: One- and Two-Particle Microrheology -   - Get a Free

Lecture Structure“Falling Ball” Rheology

Response TensorsGeneralized Stokes Equation

Viscoelastic MaterialsInhomogeneities

Two-Particle Microrheology

Friction TensorMobility TensorHydrodynamic Interaction TensorCompliance Tensor

Oseen-Burgers Tensor

Components Notation

Consider the velocity of perturbed fluid due to the sphere’smovement:

vr =V

2

[3

(R

r

)−(R

r

)3]

cos θ

vθ = −V

4

[3

(R

r

)+

(R

r

)3]

sin θ

Vector Notation

~v =V

2

[3

(R

r

)−(R

r

)3]

cos θ~er −V

4

[3

(R

r

)+

(R

r

)3]

sin θ~eθ

Tyler Shendruk One- and Two-Particle Microrheology

Page 34: One- and Two-Particle Microrheology -   - Get a Free

Lecture Structure“Falling Ball” Rheology

Response TensorsGeneralized Stokes Equation

Viscoelastic MaterialsInhomogeneities

Two-Particle Microrheology

Friction TensorMobility TensorHydrodynamic Interaction TensorCompliance Tensor

Oseen-Burgers Tensor

Vector Notation

~v =V

2

[3

(R

r

)−(R

r

)3]

cos θ~er −V

4

[3

(R

r

)+

(R

r

)3]

sin θ~eθ

=3V

4

(R

r

)[2~er cos θ − ~eθ sin θ]− V

4

(R

r

)3

[2~er cos θ + ~eθ sin θ]

≈ 3V

4

(R

r

)[2~er cos θ − ~eθ sin θ]−O

(r−3)

Tyler Shendruk One- and Two-Particle Microrheology

Page 35: One- and Two-Particle Microrheology -   - Get a Free

Lecture Structure“Falling Ball” Rheology

Response TensorsGeneralized Stokes Equation

Viscoelastic MaterialsInhomogeneities

Two-Particle Microrheology

Friction TensorMobility TensorHydrodynamic Interaction TensorCompliance Tensor

Oseen-Burgers Tensor

Vector Notation

Since ~ez = ~er cos θ − ~eθ sin θ, the velocity to 1st order is

~v =3V

4

(R

r

)[2~er cos θ − ~eθ sin θ]

=3V

4

(R

r

)[~ez + ~er cos θ]

That’s pretty.

Tyler Shendruk One- and Two-Particle Microrheology

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Lecture Structure“Falling Ball” Rheology

Response TensorsGeneralized Stokes Equation

Viscoelastic MaterialsInhomogeneities

Two-Particle Microrheology

Friction TensorMobility TensorHydrodynamic Interaction TensorCompliance Tensor

Oseen-Burgers Tensor

Vector Notation

Since ~ez = ~er cos θ − ~eθ sin θ, the velocity to 1st order is

~v =3V

4

(R

r

)[2~er cos θ − ~eθ sin θ]

=3V

4

(R

r

)[~ez + ~er cos θ]

That’s pretty.

Tyler Shendruk One- and Two-Particle Microrheology

Page 37: One- and Two-Particle Microrheology -   - Get a Free

Lecture Structure“Falling Ball” Rheology

Response TensorsGeneralized Stokes Equation

Viscoelastic MaterialsInhomogeneities

Two-Particle Microrheology

Friction TensorMobility TensorHydrodynamic Interaction TensorCompliance Tensor

Oseen-Burgers Tensor

Hydrodynamic Interaction

In terms of the drag force, ~F = 6πηRV~ez

~v =3V

4

(R

r

)[~ez + ~er cos θ]

=3

4

~F

6πηR~ez

(R

r

)[~ez + ~er cos θ]

=1

8πηr

[~ez~ez

+~er~ez

cos θ

]~F

=1

8πηr

[I + ~er~er

]~F

Tyler Shendruk One- and Two-Particle Microrheology

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Lecture Structure“Falling Ball” Rheology

Response TensorsGeneralized Stokes Equation

Viscoelastic MaterialsInhomogeneities

Two-Particle Microrheology

Friction TensorMobility TensorHydrodynamic Interaction TensorCompliance Tensor

Oseen-Burgers Tensor

Hydrodynamic Interaction

In terms of the drag force, ~F = 6πηRV~ez

~v =3V

4

(R

r

)[~ez + ~er cos θ]

=3

4

~F

6πηR~ez

(R

r

)[~ez + ~er cos θ]

=1

8πηr

[~ez~ez

+~er~ez

cos θ

]~F

=1

8πηr

[I + ~er~er

]~F

Tyler Shendruk One- and Two-Particle Microrheology

Page 39: One- and Two-Particle Microrheology -   - Get a Free

Lecture Structure“Falling Ball” Rheology

Response TensorsGeneralized Stokes Equation

Viscoelastic MaterialsInhomogeneities

Two-Particle Microrheology

Friction TensorMobility TensorHydrodynamic Interaction TensorCompliance Tensor

Oseen-Burgers Tensor

Hydrodynamic Interaction

In terms of the drag force, ~F = 6πηRV~ez

~v = Ω~F

where the Oseen-Burgers Tensor

Ω =1

8πηr

[I + ~er~er

]describes the perturbation of fluid due to motion of a sphere.Notice that it decays as r−1 with O

(r−3).

Tyler Shendruk One- and Two-Particle Microrheology

Page 40: One- and Two-Particle Microrheology -   - Get a Free

Lecture Structure“Falling Ball” Rheology

Response TensorsGeneralized Stokes Equation

Viscoelastic MaterialsInhomogeneities

Two-Particle Microrheology

Friction TensorMobility TensorHydrodynamic Interaction TensorCompliance Tensor

Oseen-Burgers Tensor

Hydrodynamic Interaction

In terms of the drag force, ~F = 6πηRV~ez

~v = Ω~F

where the Oseen-Burgers Tensor

Ω =1

8πηr

[I + ~er~er

]describes the perturbation of fluid due to motion of a sphere.

Notice that it decays as r−1 with O(r−3).

Tyler Shendruk One- and Two-Particle Microrheology

Page 41: One- and Two-Particle Microrheology -   - Get a Free

Lecture Structure“Falling Ball” Rheology

Response TensorsGeneralized Stokes Equation

Viscoelastic MaterialsInhomogeneities

Two-Particle Microrheology

Friction TensorMobility TensorHydrodynamic Interaction TensorCompliance Tensor

Oseen-Burgers Tensor

Hydrodynamic Interaction

In terms of the drag force, ~F = 6πηRV~ez

~v = Ω~F

where the Oseen-Burgers Tensor

Ω =1

8πηr

[I + ~er~er

]describes the perturbation of fluid due to motion of a sphere.Notice that it decays as r−1 with O

(r−3).

Tyler Shendruk One- and Two-Particle Microrheology

Page 42: One- and Two-Particle Microrheology -   - Get a Free

Lecture Structure“Falling Ball” Rheology

Response TensorsGeneralized Stokes Equation

Viscoelastic MaterialsInhomogeneities

Two-Particle Microrheology

Friction TensorMobility TensorHydrodynamic Interaction TensorCompliance Tensor

Compliance

Compliance (Often Called Response Function)

~r ≡ α~F

So then:

α?= µ× t

This may seem silly but it turns out to be most useful.We’ll come back to this in a moment after we generalize theStokes Equation.

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Response TensorsGeneralized Stokes Equation

Viscoelastic MaterialsInhomogeneities

Two-Particle Microrheology

Friction TensorMobility TensorHydrodynamic Interaction TensorCompliance Tensor

Compliance

Compliance (Often Called Response Function)

~r ≡ α~F

So then:

α?= µ× t

This may seem silly but it turns out to be most useful.

We’ll come back to this in a moment after we generalize theStokes Equation.

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Lecture Structure“Falling Ball” Rheology

Response TensorsGeneralized Stokes Equation

Viscoelastic MaterialsInhomogeneities

Two-Particle Microrheology

Friction TensorMobility TensorHydrodynamic Interaction TensorCompliance Tensor

Compliance

Compliance (Often Called Response Function)

~r ≡ α~F

So then:

α?= µ× t

This may seem silly but it turns out to be most useful.We’ll come back to this in a moment after we generalize theStokes Equation.

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Lecture Structure“Falling Ball” Rheology

Response TensorsGeneralized Stokes Equation

Viscoelastic MaterialsInhomogeneities

Two-Particle Microrheology

Extending “Falling Ball” Rheology to Finite Frequencies

Idea

The “falling ball” rheology is very passive and can be thought of asthe zero-frequency limit of more active experiments

η = limω→0

G ′′ (ω)

ω

G ′′ is the loss modulus: G ′′ (ω) = ωη (ω).

Reconsidering Compliance Tensor

Now the compliance doesn’t seem so silly, does it?

α =µ

ω=

1

ξω=

1

6πωη (ω)R

=1

6πRG ′′

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Lecture Structure“Falling Ball” Rheology

Response TensorsGeneralized Stokes Equation

Viscoelastic MaterialsInhomogeneities

Two-Particle Microrheology

Extending “Falling Ball” Rheology to Finite Frequencies

Idea

The “falling ball” rheology is very passive and can be thought of asthe zero-frequency limit of more active experiments

η = limω→0

G ′′ (ω)

ω

G ′′ is the loss modulus: G ′′ (ω) = ωη (ω).

Reconsidering Compliance Tensor

Now the compliance doesn’t seem so silly, does it?

α =µ

ω=

1

ξω=

1

6πωη (ω)R

=1

6πRG ′′

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Lecture Structure“Falling Ball” Rheology

Response TensorsGeneralized Stokes Equation

Viscoelastic MaterialsInhomogeneities

Two-Particle Microrheology

Extending “Falling Ball” Rheology to Finite Frequencies

Idea

The “falling ball” rheology is very passive and can be thought of asthe zero-frequency limit of more active experiments

η = limω→0

G ′′ (ω)

ω

G ′′ is the loss modulus: G ′′ (ω) = ωη (ω).

Reconsidering Compliance Tensor

Now the compliance doesn’t seem so silly, does it?

α =µ

ω=

1

ξω=

1

6πωη (ω)R

=1

6πRG ′′

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Lecture Structure“Falling Ball” Rheology

Response TensorsGeneralized Stokes Equation

Viscoelastic MaterialsInhomogeneities

Two-Particle Microrheology

Complex Response FunctionsGeneralized Response FunctionsFrequency DomainsGeneralized Einstein EquationGeneral Transform

Complex Compliance

Complication 1) Lose and Storage

Consider the relation between the compliance and the shearmodulus for a viscous fluid:

α =1

6πRG ′′

It stands to reason (and was previously discussed by Dr. Harden)then that for a viscoelastic fluid with G ∗ (ω) = G ′ + iG ′′, thecompliance is also complex: α∗ (ω) = α′ + iα′′

α∗ (ω) =1

6πRG ∗ (ω)

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Response TensorsGeneralized Stokes Equation

Viscoelastic MaterialsInhomogeneities

Two-Particle Microrheology

Complex Response FunctionsGeneralized Response FunctionsFrequency DomainsGeneralized Einstein EquationGeneral Transform

Complex Compliance

Complication 1) Lose and Storage

Consider the relation between the compliance and the shearmodulus for a viscous fluid:

α =1

6πRG ′′

It stands to reason (and was previously discussed by Dr. Harden)then that for a viscoelastic fluid with G ∗ (ω) = G ′ + iG ′′, thecompliance is also complex: α∗ (ω) = α′ + iα′′

α∗ (ω) =1

6πRG ∗ (ω)

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Response TensorsGeneralized Stokes Equation

Viscoelastic MaterialsInhomogeneities

Two-Particle Microrheology

Complex Response FunctionsGeneralized Response FunctionsFrequency DomainsGeneralized Einstein EquationGeneral Transform

History Dependence

Complication 2) Memory

Friction Coefficient

F (t) =

∫ t

−∞ξ∗ (t − τ) V (τ) dτ

=(ξ∗ ∗ V

)(t)

Mobility

V (t) =

∫ t

−∞µ∗ (t − τ) F (τ) dτ

=(µ∗ ∗ F

)(t)

Compliance

r (t)− r (0) =

∫ t

−∞α∗ (t − τ) F (τ) dτ

=(α∗ ∗ F

)(t)

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Response TensorsGeneralized Stokes Equation

Viscoelastic MaterialsInhomogeneities

Two-Particle Microrheology

Complex Response FunctionsGeneralized Response FunctionsFrequency DomainsGeneralized Einstein EquationGeneral Transform

History Dependence

Complication 2) Memory

Friction Coefficient

F (t) =

∫ t

−∞ξ∗ (t − τ) V (τ) dτ

=(ξ∗ ∗ V

)(t)

Mobility

V (t) =

∫ t

−∞µ∗ (t − τ) F (τ) dτ

=(µ∗ ∗ F

)(t)

Compliance

r (t)− r (0) =

∫ t

−∞α∗ (t − τ) F (τ) dτ

=(α∗ ∗ F

)(t)

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Response TensorsGeneralized Stokes Equation

Viscoelastic MaterialsInhomogeneities

Two-Particle Microrheology

Complex Response FunctionsGeneralized Response FunctionsFrequency DomainsGeneralized Einstein EquationGeneral Transform

History Dependence

Complication 2) Memory

Friction Coefficient

F (t) =

∫ t

−∞ξ∗ (t − τ) V (τ) dτ

=(ξ∗ ∗ V

)(t)

Mobility

V (t) =

∫ t

−∞µ∗ (t − τ) F (τ) dτ

=(µ∗ ∗ F

)(t)

Compliance

r (t)− r (0) =

∫ t

−∞α∗ (t − τ) F (τ) dτ

=(α∗ ∗ F

)(t)

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Lecture Structure“Falling Ball” Rheology

Response TensorsGeneralized Stokes Equation

Viscoelastic MaterialsInhomogeneities

Two-Particle Microrheology

Complex Response FunctionsGeneralized Response FunctionsFrequency DomainsGeneralized Einstein EquationGeneral Transform

History Dependence

Complication 2) Memory

Friction Coefficient

F (t) =

∫ t

−∞ξ∗ (t − τ) V (τ) dτ

=(ξ∗ ∗ V

)(t)

Mobility

V (t) =

∫ t

−∞µ∗ (t − τ) F (τ) dτ

=(µ∗ ∗ F

)(t)

Compliance

r (t)− r (0) =

∫ t

−∞α∗ (t − τ) F (τ) dτ

=(α∗ ∗ F

)(t)

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Lecture Structure“Falling Ball” Rheology

Response TensorsGeneralized Stokes Equation

Viscoelastic MaterialsInhomogeneities

Two-Particle Microrheology

Complex Response FunctionsGeneralized Response FunctionsFrequency DomainsGeneralized Einstein EquationGeneral Transform

Convolution

Because we’ll use it so often . . .

(f ∗ g) (t) =

∫ ∞−∞

f (t − τ) g (τ) dτ

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Viscoelastic MaterialsInhomogeneities

Two-Particle Microrheology

Complex Response FunctionsGeneralized Response FunctionsFrequency DomainsGeneralized Einstein EquationGeneral Transform

Convolution

Because we’ll use it so often . . .

(f ∗ g) (t) =

∫ ∞−∞

f (t − τ) g (τ) dτ

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Viscoelastic MaterialsInhomogeneities

Two-Particle Microrheology

Complex Response FunctionsGeneralized Response FunctionsFrequency DomainsGeneralized Einstein EquationGeneral Transform

Laplace Transform

Definition

f (s) =

∫ ∞0

e−st f (t) dt

Convolution

˜(f ∗ g) (t) = f (s) g (s)

Linearity

˜f (t) + ig (t) = f (s) + i g (s)

Derivative

f ′ (t) = sf (s) + f (0)

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Viscoelastic MaterialsInhomogeneities

Two-Particle Microrheology

Complex Response FunctionsGeneralized Response FunctionsFrequency DomainsGeneralized Einstein EquationGeneral Transform

Laplace Transform

Definition

f (s) =

∫ ∞0

e−st f (t) dt

Convolution

˜(f ∗ g) (t) = f (s) g (s)

Linearity

˜f (t) + ig (t) = f (s) + i g (s)

Derivative

f ′ (t) = sf (s) + f (0)

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Viscoelastic MaterialsInhomogeneities

Two-Particle Microrheology

Complex Response FunctionsGeneralized Response FunctionsFrequency DomainsGeneralized Einstein EquationGeneral Transform

Fourier Transform

Definition

f (ω) =1√2π

∫ ∞−∞

e−itωf (t) dt

Convolution

(f ∗ g) (t) = f (ω) g (ω)

Linearity

f (t) + ig (t) = f (ω) + ig (ω)

Derivative

f ′ (t) = iωf (ω)

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Viscoelastic MaterialsInhomogeneities

Two-Particle Microrheology

Complex Response FunctionsGeneralized Response FunctionsFrequency DomainsGeneralized Einstein EquationGeneral Transform

Fourier Transform

Definition

f (ω) =1√2π

∫ ∞−∞

e−itωf (t) dt

Convolution

(f ∗ g) (t) = f (ω) g (ω)

Linearity

f (t) + ig (t) = f (ω) + ig (ω)

Derivative

f ′ (t) = iωf (ω)

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Viscoelastic MaterialsInhomogeneities

Two-Particle Microrheology

Complex Response FunctionsGeneralized Response FunctionsFrequency DomainsGeneralized Einstein EquationGeneral Transform

Response Functions in Each Domain

Lag-Time, Fourier and Laplace Domains

Friction Coefficient

F (t) =ξ∗ ∗ V

(t)

F (ω) = ξ∗ (ω) V (ω)

˜F (s) =

˜ξ∗ (s)

˜V (s)

Mobility

V (t) =µ∗ ∗ F

(t)

V (ω) = µ∗ (ω) F (ω)

˜V (s) =

˜µ∗ (s)

˜F (s)

Compliance

∆r (ω) =α∗ ∗ F

(t)

∆r (ω) = α∗ (ω) F (ω)

˜∆r (s) =

˜α∗ (s)

˜F (s)

Nice

By working in the Laplace (orfrequency) domain we recoverrelationships that look like theStokes Equation

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Viscoelastic MaterialsInhomogeneities

Two-Particle Microrheology

Complex Response FunctionsGeneralized Response FunctionsFrequency DomainsGeneralized Einstein EquationGeneral Transform

Response Functions in Each Domain

Lag-Time, Fourier and Laplace Domains

Friction Coefficient

F (t) =ξ∗ ∗ V

(t)

F (ω) = ξ∗ (ω) V (ω)

˜F (s) =

˜ξ∗ (s)

˜V (s)

Mobility

V (t) =µ∗ ∗ F

(t)

V (ω) = µ∗ (ω) F (ω)

˜V (s) =

˜µ∗ (s)

˜F (s)

Compliance

∆r (ω) =α∗ ∗ F

(t)

∆r (ω) = α∗ (ω) F (ω)

˜∆r (s) =

˜α∗ (s)

˜F (s)

Nice

By working in the Laplace (orfrequency) domain we recoverrelationships that look like theStokes Equation

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Response TensorsGeneralized Stokes Equation

Viscoelastic MaterialsInhomogeneities

Two-Particle Microrheology

Complex Response FunctionsGeneralized Response FunctionsFrequency DomainsGeneralized Einstein EquationGeneral Transform

Generalized Einstein Equation

Langevin Equation

Viscoelastic materials have memory so their random walk can bemore complicated:

mV = Frnd −∫ t

0ξ (t − τ)V (τ) dτ

Need to know entire history in time if you want to know it’scurrent behaviour.In the Laplace Domain, the random walk of the Langevin Equationis much simpler.

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Lecture Structure“Falling Ball” Rheology

Response TensorsGeneralized Stokes Equation

Viscoelastic MaterialsInhomogeneities

Two-Particle Microrheology

Complex Response FunctionsGeneralized Response FunctionsFrequency DomainsGeneralized Einstein EquationGeneral Transform

Generalized Einstein Equation

Langevin Equation

Viscoelastic materials have memory so their random walk can bemore complicated:

mV = Frnd −∫ t

0ξ (t − τ)V (τ) dτ

Need to know entire history in time if you want to know it’scurrent behaviour.

In the Laplace Domain, the random walk of the Langevin Equationis much simpler.

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Lecture Structure“Falling Ball” Rheology

Response TensorsGeneralized Stokes Equation

Viscoelastic MaterialsInhomogeneities

Two-Particle Microrheology

Complex Response FunctionsGeneralized Response FunctionsFrequency DomainsGeneralized Einstein EquationGeneral Transform

Generalized Einstein Equation

Langevin Equation

Viscoelastic materials have memory so their random walk can bemore complicated:

mV = Frnd −∫ t

0ξ (t − τ)V (τ) dτ

Need to know entire history in time if you want to know it’scurrent behaviour.In the Laplace Domain, the random walk of the Langevin Equationis much simpler.

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Response TensorsGeneralized Stokes Equation

Viscoelastic MaterialsInhomogeneities

Two-Particle Microrheology

Complex Response FunctionsGeneralized Response FunctionsFrequency DomainsGeneralized Einstein EquationGeneral Transform

Generalized Einstein Equation

Langevin Equation in Laplace Domain

mV = Frnd −∫ t

0ξ (t − τ)V (τ) dτ

m ˜V = Frnd − ˜(ξ ∗ V ) (t)

msV −mV (0) = Frnd − ξV

V (s) =mV (0) + Frnd (s)

ms + ξ (s)

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Response TensorsGeneralized Stokes Equation

Viscoelastic MaterialsInhomogeneities

Two-Particle Microrheology

Complex Response FunctionsGeneralized Response FunctionsFrequency DomainsGeneralized Einstein EquationGeneral Transform

Generalized Einstein Equation

Langevin Equation in Laplace Domain

Recall, the velocity autocorrelation was the connection to thediffusion coefficient so multiply by V (0) and average:

⟨V (0) V (s)

⟩=

⟨V (0)

mV (0) + Frnd (s)

ms + ξ (s)

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Response TensorsGeneralized Stokes Equation

Viscoelastic MaterialsInhomogeneities

Two-Particle Microrheology

Complex Response FunctionsGeneralized Response FunctionsFrequency DomainsGeneralized Einstein EquationGeneral Transform

Generalized Einstein Equation

Langevin Equation in Laplace Domain

Recall, the velocity autocorrelation was the connection to thediffusion coefficient so multiply by V (0) and average:

⟨V (0) V (s)

⟩=

⟨V (0)

mV (0) + Frnd (s)

ms + ξ (s)

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Lecture Structure“Falling Ball” Rheology

Response TensorsGeneralized Stokes Equation

Viscoelastic MaterialsInhomogeneities

Two-Particle Microrheology

Complex Response FunctionsGeneralized Response FunctionsFrequency DomainsGeneralized Einstein EquationGeneral Transform

Generalized Einstein Equation

Langevin Equation in Laplace Domain

Recall, the velocity autocorrelation was the connection to thediffusion coefficient so multiply by V (0) and average:

⟨V (0) V (s)

⟩=

m⟨V 2 (0)

⟩+⟨V (0) Frnd (s)

⟩ms + ξ (s)

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Lecture Structure“Falling Ball” Rheology

Response TensorsGeneralized Stokes Equation

Viscoelastic MaterialsInhomogeneities

Two-Particle Microrheology

Complex Response FunctionsGeneralized Response FunctionsFrequency DomainsGeneralized Einstein EquationGeneral Transform

Generalized Einstein Equation

Langevin Equation in Laplace Domain

Recall, the velocity autocorrelation was the connection to thediffusion coefficient so multiply by V (0) and average:

⟨V (0) V (s)

⟩=

m⟨V 2 (0)

⟩+⟨V (0) Frnd (s)

⟩ms + ξ (s)

1) Average of Random Noise

⟨V (0) Frnd (s)

⟩= 0

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Response TensorsGeneralized Stokes Equation

Viscoelastic MaterialsInhomogeneities

Two-Particle Microrheology

Complex Response FunctionsGeneralized Response FunctionsFrequency DomainsGeneralized Einstein EquationGeneral Transform

Generalized Einstein Equation

Langevin Equation in Laplace Domain

Recall, the velocity autocorrelation was the connection to thediffusion coefficient so multiply by V (0) and average:⟨

V (0) V (s)⟩

=m⟨V 2 (0)

⟩+ 0

ms + ξ (s)

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Response TensorsGeneralized Stokes Equation

Viscoelastic MaterialsInhomogeneities

Two-Particle Microrheology

Complex Response FunctionsGeneralized Response FunctionsFrequency DomainsGeneralized Einstein EquationGeneral Transform

Generalized Einstein Equation

Langevin Equation in Laplace Domain

Recall, the velocity autocorrelation was the connection to thediffusion coefficient so multiply by V (0) and average:⟨

V (0) V (s)⟩

=m⟨V 2 (0)

⟩+ 0

ms + ξ (s)

2) Equipartition Theorem

1

2m⟨V 2 (0)

⟩=

1

2kBT

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Response TensorsGeneralized Stokes Equation

Viscoelastic MaterialsInhomogeneities

Two-Particle Microrheology

Complex Response FunctionsGeneralized Response FunctionsFrequency DomainsGeneralized Einstein EquationGeneral Transform

Generalized Einstein Equation

Langevin Equation in Laplace Domain

Recall, the velocity autocorrelation was the connection to thediffusion coefficient so multiply by V (0) and average:⟨

V (0) V (s)⟩

=kBT

ms + ξ (s)

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Lecture Structure“Falling Ball” Rheology

Response TensorsGeneralized Stokes Equation

Viscoelastic MaterialsInhomogeneities

Two-Particle Microrheology

Complex Response FunctionsGeneralized Response FunctionsFrequency DomainsGeneralized Einstein EquationGeneral Transform

Generalized Einstein Equation

Langevin Equation in Laplace Domain

Recall, the velocity autocorrelation was the connection to thediffusion coefficient so multiply by V (0) and average:⟨

V (0) V (s)⟩

=kBT

ms + ξ (s)

3) Neglible Inertia

ξ ms

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Generalized Einstein Equation

3) Neglible Inertia

ξ ms

Langevin Equation in Laplace Domain

Recall, the velocity autocorrelation was the connection to thediffusion coefficient so multiply by V (0) and average:⟨

V (0) V (s)⟩

=kBT

0 + ξ (s)

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Response TensorsGeneralized Stokes Equation

Viscoelastic MaterialsInhomogeneities

Two-Particle Microrheology

Complex Response FunctionsGeneralized Response FunctionsFrequency DomainsGeneralized Einstein EquationGeneral Transform

Generalized Einstein Equation

Langevin Equation in Laplace Domain

Recall, the velocity autocorrelation was the connection to thediffusion coefficient so multiply by V (0) and average:⟨

V (0) V (s)⟩

=kBT

ξ (s)

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Viscoelastic MaterialsInhomogeneities

Two-Particle Microrheology

Complex Response FunctionsGeneralized Response FunctionsFrequency DomainsGeneralized Einstein EquationGeneral Transform

Generalized Einstein Equation

Langevin Equation in Laplace Domain

Recall, the velocity autocorrelation was the connection to thediffusion coefficient so multiply by V (0) and average:⟨

V (0) V (s)⟩

=kBT

ξ (s)

Replace Viscous with Viscoelastic

We’ve been doing it all lecture

ξ → ξ∗

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Response TensorsGeneralized Stokes Equation

Viscoelastic MaterialsInhomogeneities

Two-Particle Microrheology

Complex Response FunctionsGeneralized Response FunctionsFrequency DomainsGeneralized Einstein EquationGeneral Transform

Generalized Einstein Equation

Langevin Equation in Laplace Domain

Recall, the velocity autocorrelation was the connection to thediffusion coefficient so multiply by V (0) and average:⟨

V (0) V (s)⟩

=kBT

ξ∗ (s)

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Generalized Einstein Equation

Identity

In Laplace Domain, it is true that the velocity autocorrelation andthe mean square displacement are equivalent by the identy:⟨

V (0) V (s)⟩≡ s2

2

⟨∆r2 (s)

⟩Notice, I wrote

⟨∆r2 (s)

⟩≡ 〈∆r2〉 (s) just because it’s prettier

that way.

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Generalized Einstein Equation

Hard Earned Results

ξ∗ (s) =2kBT

s2 〈∆r2 (s)〉

µ∗ (s) =s2⟨∆r2 (s)

⟩2kBT

α∗ (s) =s⟨∆r2 (s)

⟩3kBT

G ∗ (s) =kBT

πRs 〈∆r2 (s)〉

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Generalized Einstein Equation

Hard Earned Results

ξ∗ (s) =2kBT

s2 〈∆r2 (s)〉

µ∗ (s) =s2⟨∆r2 (s)

⟩2kBT

α∗ (s) =s⟨∆r2 (s)

⟩3kBT

G ∗ (s) =kBT

πRs 〈∆r2 (s)〉

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Two-Particle Microrheology

Complex Response FunctionsGeneralized Response FunctionsFrequency DomainsGeneralized Einstein EquationGeneral Transform

Generalized Einstein Equation

Hard Earned Results

ξ∗ (s) =2kBT

s2 〈∆r2 (s)〉

µ∗ (s) =s2⟨∆r2 (s)

⟩2kBT

α∗ (s) =s⟨∆r2 (s)

⟩3kBT

G ∗ (s) =kBT

πRs 〈∆r2 (s)〉

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Viscoelastic MaterialsInhomogeneities

Two-Particle Microrheology

Complex Response FunctionsGeneralized Response FunctionsFrequency DomainsGeneralized Einstein EquationGeneral Transform

Generalized Einstein Equation

Hard Earned Results

ξ∗ (s) =2kBT

s2 〈∆r2 (s)〉

µ∗ (s) =s2⟨∆r2 (s)

⟩2kBT

α∗ (s) =s⟨∆r2 (s)

⟩3kBT

G ∗ (s) =kBT

πRs 〈∆r2 (s)〉

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Response TensorsGeneralized Stokes Equation

Viscoelastic MaterialsInhomogeneities

Two-Particle Microrheology

Complex Response FunctionsGeneralized Response FunctionsFrequency DomainsGeneralized Einstein EquationGeneral Transform

General Treatment

General Response Function

Last time David said:

R (t) =1

kBT

∂C0

∂t

where R is a response function (say α) and C0 is theautocorrelation function (say

⟨∆q2 (t)

⟩).

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Viscoelastic MaterialsInhomogeneities

Two-Particle Microrheology

Complex Response FunctionsGeneralized Response FunctionsFrequency DomainsGeneralized Einstein EquationGeneral Transform

General Treatment

General Response Function

Last time David said:

R (t) =1

kBT

∂C0

∂t

where R is a response function (say α) and C0 is theautocorrelation function (say

⟨∆q2 (t)

⟩).

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Viscoelastic MaterialsInhomogeneities

Two-Particle Microrheology

Complex Response FunctionsGeneralized Response FunctionsFrequency DomainsGeneralized Einstein EquationGeneral Transform

General Treatment

General Response Function

R (t) =1

kBT

∂C0

∂t

General Laplace

R =1

kBT

∂C0

∂t

=s

kBTC0

=s

kBT˜〈∆q2 (s)〉

=s

kBT

⟨∆q2 (s)

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Viscoelastic MaterialsInhomogeneities

Two-Particle Microrheology

Complex Response FunctionsGeneralized Response FunctionsFrequency DomainsGeneralized Einstein EquationGeneral Transform

General Treatment

General Response Function

R (t) =1

kBT

∂C0

∂t

General Fourier

R =1

kBT

∂C0

∂t

=iω

kBTC0

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Response TensorsGeneralized Stokes Equation

Viscoelastic MaterialsInhomogeneities

Two-Particle Microrheology

Complex Response FunctionsGeneralized Response FunctionsFrequency DomainsGeneralized Einstein EquationGeneral Transform

Fourier Transform of Autocorrelation

The Fourier transform of a cross correlation is

q ? p =

∫ ∞−∞

qCC (τ) p (t + τ) dτ

= (qcc(−t) ∗ p(t)) (t)

(q ? p) = qCCp

Therefore, for autocorrelation we have

(q ? q) = qCCq

= |q|2

Return to response function . . .

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Viscoelastic MaterialsInhomogeneities

Two-Particle Microrheology

Complex Response FunctionsGeneralized Response FunctionsFrequency DomainsGeneralized Einstein EquationGeneral Transform

Fourier Transform of Autocorrelation

The Fourier transform of a cross correlation is

q ? p =

∫ ∞−∞

qCC (τ) p (t + τ) dτ

= (qcc(−t) ∗ p(t)) (t)

(q ? p) = qCCp

Therefore, for autocorrelation we have

(q ? q) = qCCq

= |q|2

Return to response function . . .

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Lecture Structure“Falling Ball” Rheology

Response TensorsGeneralized Stokes Equation

Viscoelastic MaterialsInhomogeneities

Two-Particle Microrheology

Complex Response FunctionsGeneralized Response FunctionsFrequency DomainsGeneralized Einstein EquationGeneral Transform

General Treatment

General Response Function

R (t) =1

kBT

∂C0

∂t

General Fourier

R =1

kBT

∂C0

∂t

=iω

kBTC0

=iω

kBT|q|2

Note: be aware of upcoming statement about this solution.

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Viscoelastic MaterialsInhomogeneities

Two-Particle Microrheology

Complex Response FunctionsGeneralized Response FunctionsFrequency DomainsGeneralized Einstein EquationGeneral Transform

In the laboratory

Fourier Domain

We found the complex, viscoelastic response functions in Laplacespace but

in the experiment one controls the frequency. UseFourier

α′′ (ω) =ω∣∣∆r2

∣∣2kBT

Important point: only get loss compliance

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Lecture Structure“Falling Ball” Rheology

Response TensorsGeneralized Stokes Equation

Viscoelastic MaterialsInhomogeneities

Two-Particle Microrheology

Complex Response FunctionsGeneralized Response FunctionsFrequency DomainsGeneralized Einstein EquationGeneral Transform

In the laboratory

Fourier Domain

We found the complex, viscoelastic response functions in Laplacespace but in the experiment one controls the frequency.

UseFourier

α′′ (ω) =ω∣∣∆r2

∣∣2kBT

Important point: only get loss compliance

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Lecture Structure“Falling Ball” Rheology

Response TensorsGeneralized Stokes Equation

Viscoelastic MaterialsInhomogeneities

Two-Particle Microrheology

Complex Response FunctionsGeneralized Response FunctionsFrequency DomainsGeneralized Einstein EquationGeneral Transform

In the laboratory

Fourier Domain

We found the complex, viscoelastic response functions in Laplacespace but in the experiment one controls the frequency. UseFourier

α′′ (ω) =ω∣∣∆r2

∣∣2kBT

Important point:

only get loss compliance

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Lecture Structure“Falling Ball” Rheology

Response TensorsGeneralized Stokes Equation

Viscoelastic MaterialsInhomogeneities

Two-Particle Microrheology

Complex Response FunctionsGeneralized Response FunctionsFrequency DomainsGeneralized Einstein EquationGeneral Transform

In the laboratory

Fourier Domain

We found the complex, viscoelastic response functions in Laplacespace but in the experiment one controls the frequency. UseFourier

α′′ (ω) =ω∣∣∆r2

∣∣2kBT

Important point: only get loss compliance

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Lecture Structure“Falling Ball” Rheology

Response TensorsGeneralized Stokes Equation

Viscoelastic MaterialsInhomogeneities

Two-Particle Microrheology

Complex Response FunctionsGeneralized Response FunctionsFrequency DomainsGeneralized Einstein EquationGeneral Transform

In the laboratory

Kramers-Kronig

For any complex function, f = f + ig , there is an identity

g = − 1

πP∫ ∞−∞

f (w)

w − ωdw

i.e. f and g are not independant.

Our case:

α′ (ω) =2

πP∫ ∞

0

wα′′ (w)

w2 − ω2dw

=2

π

∫ ∞0

cos (ωt) dt

∫ ∞0

α′′ (w) sin (wt) dw

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Response TensorsGeneralized Stokes Equation

Viscoelastic MaterialsInhomogeneities

Two-Particle Microrheology

Complex Response FunctionsGeneralized Response FunctionsFrequency DomainsGeneralized Einstein EquationGeneral Transform

In the laboratory

Kramers-Kronig

For any complex function, f = f + ig , there is an identity

g = − 1

πP∫ ∞−∞

f (w)

w − ωdw

i.e. f and g are not independant.

Our case:

α′ (ω) =2

πP∫ ∞

0

wα′′ (w)

w2 − ω2dw

=2

π

∫ ∞0

cos (ωt) dt

∫ ∞0

α′′ (w) sin (wt) dw

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Viscoelastic MaterialsInhomogeneities

Two-Particle Microrheology

Local MediumLocal vs Long Range

Local Medium

Local Medium

Probe particle is really existing in a bubble. Do the responsefunctions see outside of the local region?

We imagine that each probe sphere is surrounded bya pocket of perturbed material with rheological propertiesdiferent from those of the bulk.

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Viscoelastic MaterialsInhomogeneities

Two-Particle Microrheology

Local MediumLocal vs Long Range

Local Medium

Homogeneous Media

For a homogeneous media, we went to great lengths todemonstrate

Ω ∝ R

r

Pocket Model

The hydrodynamic interaction still extends with the same scalingbut it must displace some viscoelastic matrix at the interfacebetween the bulk and the pocket.

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Response TensorsGeneralized Stokes Equation

Viscoelastic MaterialsInhomogeneities

Two-Particle Microrheology

Local MediumLocal vs Long Range

Local Medium

Homogeneous Media

For a homogeneous media, we went to great lengths todemonstrate

Ω ∝ R

r

Pocket Model

The hydrodynamic interaction still extends with the same scalingbut it must displace some viscoelastic matrix at the interfacebetween the bulk and the pocket.

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Response TensorsGeneralized Stokes Equation

Viscoelastic MaterialsInhomogeneities

Two-Particle Microrheology

Local MediumLocal vs Long Range

Example

Levine and Lubensky

Assume that the media responds elastically to the perturbationsdue to the probe motion in viscous fluid:

0 = λ1∇2~u + (λ1 + λ2) ~∇~∇ · ~u

where ~u is the displacement of the media and λi are Lamecoefficients (for describing elasticity).

Find:

α =I

6πηRZ (λ1,in, λ2,in, ξ/R)

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Response TensorsGeneralized Stokes Equation

Viscoelastic MaterialsInhomogeneities

Two-Particle Microrheology

Local MediumLocal vs Long Range

Example

Levine and Lubensky

Assume that the media responds elastically to the perturbationsdue to the probe motion in viscous fluid:

0 = λ1∇2~u + (λ1 + λ2) ~∇~∇ · ~u

where ~u is the displacement of the media and λi are Lamecoefficients (for describing elasticity).

Find:

α =I

6πηRZ (λ1,in, λ2,in, ξ/R)

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Viscoelastic MaterialsInhomogeneities

Two-Particle Microrheology

Local MediumLocal vs Long Range

Example

Compliance Only Depends on Pocket Properties

The correction factor Z (λ1,in, λ2,in, ξ/R) fails to capture storageinformation about bulk.

FYI: if bulk can be treated asincompressible then Z takes the relatively simple form

Z =4β6κ′2 + 10β3κ′ − 9β5κ′κ+ 2κκ′′ + 3β

[2 + κ− 3κ2

]2 [κ′′ − 2β5κ′]

where β = 1 + ξ/R, κ = G ∗out/G∗in, κ′ = κ− 1 and κ′′ = 3 + 2κ.

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Response TensorsGeneralized Stokes Equation

Viscoelastic MaterialsInhomogeneities

Two-Particle Microrheology

Local MediumLocal vs Long Range

Example

Compliance Only Depends on Pocket Properties

The correction factor Z (λ1,in, λ2,in, ξ/R) fails to capture storageinformation about bulk. FYI: if bulk can be treated asincompressible then Z takes the relatively simple form

Z =4β6κ′2 + 10β3κ′ − 9β5κ′κ+ 2κκ′′ + 3β

[2 + κ− 3κ2

]2 [κ′′ − 2β5κ′]

where β = 1 + ξ/R, κ = G ∗out/G∗in, κ′ = κ− 1 and κ′′ = 3 + 2κ.

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Lecture Structure“Falling Ball” Rheology

Response TensorsGeneralized Stokes Equation

Viscoelastic MaterialsInhomogeneities

Two-Particle Microrheology

Two-Particle Langevin EquationResponse FunctionsMicrorheology Scheme

Langevin Equation

1-Particle

m ~V = ~Frnd −∫ t

0ξ∗ (t − τ) ~V (τ) dτ

2-Particles

m ~Vi = ~Frnd −∫ t

0

ξ∗ii (t − τ) ~Vi (τ) dτ − ~Fij

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Viscoelastic MaterialsInhomogeneities

Two-Particle Microrheology

Two-Particle Langevin EquationResponse FunctionsMicrorheology Scheme

Langevin Equation

1-Particle

m ~V = ~Frnd −∫ t

0ξ∗ (t − τ) ~V (τ) dτ

2-Particles

m ~Vi = ~Frnd −∫ t

0

ξ∗ii (t − τ) ~Vi (τ) dτ − ~Fij

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Response TensorsGeneralized Stokes Equation

Viscoelastic MaterialsInhomogeneities

Two-Particle Microrheology

Two-Particle Langevin EquationResponse FunctionsMicrorheology Scheme

Langevin Equation

1-Particle

m ~V = ~Frnd −∫ t

0ξ∗ (t − τ) ~V (τ) dτ

2-Particles

m ~Vi = ~Frnd −∫ t

0

ξ∗ii (t − τ) ~Vi (τ) dτ − ~Fij︸︷︷︸???

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Lecture Structure“Falling Ball” Rheology

Response TensorsGeneralized Stokes Equation

Viscoelastic MaterialsInhomogeneities

Two-Particle Microrheology

Two-Particle Langevin EquationResponse FunctionsMicrorheology Scheme

Force on particle i due to particle j - Viscous Fluid

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Lecture Structure“Falling Ball” Rheology

Response TensorsGeneralized Stokes Equation

Viscoelastic MaterialsInhomogeneities

Two-Particle Microrheology

Two-Particle Langevin EquationResponse FunctionsMicrorheology Scheme

Force on particle i due to particle j - Viscoelastic Fluid

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Two-Particle Microrheology

Two-Particle Langevin EquationResponse FunctionsMicrorheology Scheme

Force on particle i due to particle j

Force from Second Particle

The second particle (j) acts on the first (i) because it’s movingthrough the viscoelastic fluid.

Sphere j has some velocity Vj whichcauses a drag

~Fj =

∫ t

0ξ∗j~Vjdt

That force propogates through the media i.e. by the HI tensor:

~v = Ω~Fj

Resulting in the force ~Fij on particle i :

~Fij = Ω−1~v

= Ω−1Ω~Fj

= ~Fj

=

∫ t

0ξ∗j~Vjdt

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Response TensorsGeneralized Stokes Equation

Viscoelastic MaterialsInhomogeneities

Two-Particle Microrheology

Two-Particle Langevin EquationResponse FunctionsMicrorheology Scheme

Force on particle i due to particle j

Force from Second Particle

The second particle (j) acts on the first (i) because it’s movingthrough the viscoelastic fluid. Sphere j has some velocity Vj whichcauses a drag

~Fj =

∫ t

0ξ∗j~Vjdt

That force propogates through the media i.e. by the HI tensor:

~v = Ω~Fj

Resulting in the force ~Fij on particle i :

~Fij = Ω−1~v

= Ω−1Ω~Fj

= ~Fj

=

∫ t

0ξ∗j~Vjdt

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Lecture Structure“Falling Ball” Rheology

Response TensorsGeneralized Stokes Equation

Viscoelastic MaterialsInhomogeneities

Two-Particle Microrheology

Two-Particle Langevin EquationResponse FunctionsMicrorheology Scheme

Force on particle i due to particle j

Force from Second Particle

The second particle (j) acts on the first (i) because it’s movingthrough the viscoelastic fluid. Sphere j has some velocity Vj whichcauses a drag

~Fj =

∫ t

0ξ∗j~Vjdt

That force propogates through the media i.e.

by the HI tensor:

~v = Ω~Fj

Resulting in the force ~Fij on particle i :

~Fij = Ω−1~v

= Ω−1Ω~Fj

= ~Fj

=

∫ t

0ξ∗j~Vjdt

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Lecture Structure“Falling Ball” Rheology

Response TensorsGeneralized Stokes Equation

Viscoelastic MaterialsInhomogeneities

Two-Particle Microrheology

Two-Particle Langevin EquationResponse FunctionsMicrorheology Scheme

Force on particle i due to particle j

Force from Second Particle

The second particle (j) acts on the first (i) because it’s movingthrough the viscoelastic fluid. Sphere j has some velocity Vj whichcauses a drag

~Fj =

∫ t

0ξ∗j~Vjdt

That force propogates through the media i.e. by the HI tensor:

~v = Ω~Fj

Resulting in the force ~Fij on particle i :

~Fij = Ω−1~v

= Ω−1Ω~Fj

= ~Fj

=

∫ t

0ξ∗j~Vjdt

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Lecture Structure“Falling Ball” Rheology

Response TensorsGeneralized Stokes Equation

Viscoelastic MaterialsInhomogeneities

Two-Particle Microrheology

Two-Particle Langevin EquationResponse FunctionsMicrorheology Scheme

Force on particle i due to particle j

Force from Second Particle

The second particle (j) acts on the first (i) because it’s movingthrough the viscoelastic fluid. Sphere j has some velocity Vj whichcauses a drag

~Fj =

∫ t

0ξ∗j~Vjdt

That force propogates through the media i.e. by the HI tensor:

~v = Ω~Fj

Resulting in the force ~Fij on particle i :

~Fij = Ω−1~v

= Ω−1Ω~Fj

= ~Fj

=

∫ t

0ξ∗j~Vjdt

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Viscoelastic MaterialsInhomogeneities

Two-Particle Microrheology

Two-Particle Langevin EquationResponse FunctionsMicrorheology Scheme

Laplace Transform

Two-Particle Langevin Equation

mVi = Frnd −∫ t

0

ξ∗i (t − τ)Vi (τ) dτ − Fij

= Frnd −∫ t

0

ξ∗i (t − τ)Vi (τ) dτ −∫ t

0

ξ∗j (t − τ)Vj (τ) dτ

= Frnd −∫ t

0

ξ∗ii (t − τ)Vi (τ) dτ −∫ t

0

ξ∗ij (t − τ)Vj (τ) dτ

= Frnd − (ξ∗ii ∗ Vi ) (t)−(ξ∗ij ∗ Vj

)(t)

Note: I turned the set friction tensors into an array of tensors.

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Two-Particle Microrheology

Two-Particle Langevin EquationResponse FunctionsMicrorheology Scheme

Laplace Transform

Two-Particle Langevin Equation

msVi −mVi (0) = Frnd − ξ∗ij Vj − ξ∗ii Vi

We want to consider the distinct’s interparticle part so on top ofmultiplying by Vi (0) again, we also multiply by δ(R − rij) = δij beforeaveraging

msViVi (0) δij − mV 2i (0) δij = FrndVi (0) δij − ξ∗ij VjVi (0) δij − ξ∗ii ViVi (0) δij

ms⟨ViVi (0) δij

⟩− m

⟨V 2i (0) δij

⟩=⟨FrndVi (0) δij

⟩− ξ∗ij

⟨VjVi (0) δij

⟩− ξ∗ii

⟨ViVi (0) δij

0− kBT = 0− ξ∗ij⟨Vi (0) Vjδij

⟩− 0

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Viscoelastic MaterialsInhomogeneities

Two-Particle Microrheology

Two-Particle Langevin EquationResponse FunctionsMicrorheology Scheme

Laplace Transform

Two-Particle Langevin Equation

msVi −mVi (0) = Frnd − ξ∗ij Vj − ξ∗ii Vi

We want to consider the distinct’s interparticle part so on top ofmultiplying by Vi (0) again, we also multiply by δ(R − rij) = δij beforeaveraging

msViVi (0) δij − mV 2i (0) δij = FrndVi (0) δij − ξ∗ij VjVi (0) δij − ξ∗ii ViVi (0) δij

ms⟨ViVi (0) δij

⟩− m

⟨V 2i (0) δij

⟩=⟨FrndVi (0) δij

⟩− ξ∗ij

⟨VjVi (0) δij

⟩− ξ∗ii

⟨ViVi (0) δij

0− kBT = 0− ξ∗ij⟨Vi (0) Vjδij

⟩− 0

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Viscoelastic MaterialsInhomogeneities

Two-Particle Microrheology

Two-Particle Langevin EquationResponse FunctionsMicrorheology Scheme

Laplace Transform

Two-Particle Langevin Equation

msVi −mVi (0) = Frnd − ξ∗ij Vj − ξ∗ii Vi

We want to consider the distinct’s interparticle part so on top ofmultiplying by Vi (0) again, we also multiply by δ(R − rij) = δij beforeaveraging

msViVi (0) δij − mV 2i (0) δij = FrndVi (0) δij − ξ∗ij VjVi (0) δij − ξ∗ii ViVi (0) δij

ms⟨ViVi (0) δij

⟩− m

⟨V 2i (0) δij

⟩=⟨FrndVi (0) δij

⟩− ξ∗ij

⟨VjVi (0) δij

⟩− ξ∗ii

⟨ViVi (0) δij

0− kBT = 0− ξ∗ij⟨Vi (0) Vjδij

⟩− 0

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Response TensorsGeneralized Stokes Equation

Viscoelastic MaterialsInhomogeneities

Two-Particle Microrheology

Two-Particle Langevin EquationResponse FunctionsMicrorheology Scheme

Response Functions

Correlation and Response Functions

⟨Vi (0) Vjδij

⟩=

kBT

ξ∗ij

Say D = 〈∆ri (0) ∆rj (s) δij〉 is the distinct displacement tensor,(or the mobility correlation tensor)

Dij =2kBT

s2ξ∗ij

=2kBT

s2µ∗ij

=3kBT

sα∗ij

Tyler Shendruk One- and Two-Particle Microrheology

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Lecture Structure“Falling Ball” Rheology

Response TensorsGeneralized Stokes Equation

Viscoelastic MaterialsInhomogeneities

Two-Particle Microrheology

Two-Particle Langevin EquationResponse FunctionsMicrorheology Scheme

Response Functions

Correlation and Response Functions

⟨Vi (0) Vjδij

⟩=

kBT

ξ∗ij

Say D = 〈∆ri (0) ∆rj (s) δij〉 is the distinct displacement tensor,(or the mobility correlation tensor)

Dij =2kBT

s2ξ∗ij

=2kBT

s2µ∗ij

=3kBT

sα∗ij

Tyler Shendruk One- and Two-Particle Microrheology

Page 119: One- and Two-Particle Microrheology -   - Get a Free

Lecture Structure“Falling Ball” Rheology

Response TensorsGeneralized Stokes Equation

Viscoelastic MaterialsInhomogeneities

Two-Particle Microrheology

Two-Particle Langevin EquationResponse FunctionsMicrorheology Scheme

Response Functions

Correlation and Response Functions

⟨Vi (0) Vjδij

⟩=

kBT

ξ∗ij

Say D = 〈∆ri (0) ∆rj (s) δij〉 is the distinct displacement tensor,(or the mobility correlation tensor)

Dij =2kBT

s2ξ∗ij

=2kBT

s2µ∗ij

=3kBT

sα∗ij

Tyler Shendruk One- and Two-Particle Microrheology

Page 120: One- and Two-Particle Microrheology -   - Get a Free

Lecture Structure“Falling Ball” Rheology

Response TensorsGeneralized Stokes Equation

Viscoelastic MaterialsInhomogeneities

Two-Particle Microrheology

Two-Particle Langevin EquationResponse FunctionsMicrorheology Scheme

Complex Modulus

Complex Modulus

But what about the complex modulus, G ∗ = 6πRαij?

Since Dij isexplicitly distinct with a δ (R − rij), the form

Dij =kBT

2πsRG ∗ij

can not be permissible.

Tyler Shendruk One- and Two-Particle Microrheology

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Lecture Structure“Falling Ball” Rheology

Response TensorsGeneralized Stokes Equation

Viscoelastic MaterialsInhomogeneities

Two-Particle Microrheology

Two-Particle Langevin EquationResponse FunctionsMicrorheology Scheme

Complex Modulus

Complex Modulus

But what about the complex modulus, G ∗ = 6πRαij? Since Dij isexplicitly distinct with a δ (R − rij), the form

Dij =kBT

2πsRG ∗ij

can not be permissible.

Tyler Shendruk One- and Two-Particle Microrheology

Page 122: One- and Two-Particle Microrheology -   - Get a Free

Lecture Structure“Falling Ball” Rheology

Response TensorsGeneralized Stokes Equation

Viscoelastic MaterialsInhomogeneities

Two-Particle Microrheology

Two-Particle Langevin EquationResponse FunctionsMicrorheology Scheme

Complex Modulus

Complex Modulus

But what about the complex modulus, G ∗ = 6πRαij? Since Dij isexplicitly distinct with a δ (R − rij), the form

Dij 6=kBT

2πsRG ∗ij

can not be permissible.

Tyler Shendruk One- and Two-Particle Microrheology

Page 123: One- and Two-Particle Microrheology -   - Get a Free

Lecture Structure“Falling Ball” Rheology

Response TensorsGeneralized Stokes Equation

Viscoelastic MaterialsInhomogeneities

Two-Particle Microrheology

Two-Particle Langevin EquationResponse FunctionsMicrorheology Scheme

Complex Modulus

Probe Independence

The δ suggests R → rij

which is correct but I don’t know how todemonstrate in a general way.

Radial Component

Along the line connecting the particles the mobility correlationfunction is

Drr (s) =kBT

2πsrij G ∗ (s)

Non-Radial Components

Dθθ = D (φφ) =1

2Drr

Tyler Shendruk One- and Two-Particle Microrheology

Page 124: One- and Two-Particle Microrheology -   - Get a Free

Lecture Structure“Falling Ball” Rheology

Response TensorsGeneralized Stokes Equation

Viscoelastic MaterialsInhomogeneities

Two-Particle Microrheology

Two-Particle Langevin EquationResponse FunctionsMicrorheology Scheme

Complex Modulus

Probe Independence

The δ suggests R → rij which is correct but I don’t know how todemonstrate in a general way.

Radial Component

Along the line connecting the particles the mobility correlationfunction is

Drr (s) =kBT

2πsrij G ∗ (s)

Non-Radial Components

Dθθ = D (φφ) =1

2Drr

Tyler Shendruk One- and Two-Particle Microrheology

Page 125: One- and Two-Particle Microrheology -   - Get a Free

Lecture Structure“Falling Ball” Rheology

Response TensorsGeneralized Stokes Equation

Viscoelastic MaterialsInhomogeneities

Two-Particle Microrheology

Two-Particle Langevin EquationResponse FunctionsMicrorheology Scheme

Complex Modulus

Probe Independence

The δ suggests R → rij which is correct but I don’t know how todemonstrate in a general way.

Radial Component

Along the line connecting the particles the mobility correlationfunction is

Drr (s) =kBT

2πsrij G ∗ (s)

Non-Radial Components

Dθθ = D (φφ) =1

2Drr

Tyler Shendruk One- and Two-Particle Microrheology

Page 126: One- and Two-Particle Microrheology -   - Get a Free

Lecture Structure“Falling Ball” Rheology

Response TensorsGeneralized Stokes Equation

Viscoelastic MaterialsInhomogeneities

Two-Particle Microrheology

Two-Particle Langevin EquationResponse FunctionsMicrorheology Scheme

Complex Modulus

Probe Independence

The δ suggests R → rij which is correct but I don’t know how todemonstrate in a general way.

Radial Component

Along the line connecting the particles the mobility correlationfunction is

Drr (s) =kBT

2πsrij G ∗ (s)

Non-Radial Components

Dθθ = D (φφ) =1

2Drr

Tyler Shendruk One- and Two-Particle Microrheology

Page 127: One- and Two-Particle Microrheology -   - Get a Free

Lecture Structure“Falling Ball” Rheology

Response TensorsGeneralized Stokes Equation

Viscoelastic MaterialsInhomogeneities

Two-Particle Microrheology

Two-Particle Langevin EquationResponse FunctionsMicrorheology Scheme

Comparison of Near and Far

Far Field

The two particle methoddemands that the particles are farfrom each other.

If localenvironments overlap thenmeasurements obviously won’trepresent the bulk properties.

Tyler Shendruk One- and Two-Particle Microrheology

Page 128: One- and Two-Particle Microrheology -   - Get a Free

Lecture Structure“Falling Ball” Rheology

Response TensorsGeneralized Stokes Equation

Viscoelastic MaterialsInhomogeneities

Two-Particle Microrheology

Two-Particle Langevin EquationResponse FunctionsMicrorheology Scheme

Comparison of Near and Far

Far Field

The two particle methoddemands that the particles are farfrom each other. If localenvironments overlap thenmeasurements obviously won’trepresent the bulk properties.

Tyler Shendruk One- and Two-Particle Microrheology

Page 129: One- and Two-Particle Microrheology -   - Get a Free

Lecture Structure“Falling Ball” Rheology

Response TensorsGeneralized Stokes Equation

Viscoelastic MaterialsInhomogeneities

Two-Particle Microrheology

Two-Particle Langevin EquationResponse FunctionsMicrorheology Scheme

Conclusion

Tyler Shendruk One- and Two-Particle Microrheology

Page 130: One- and Two-Particle Microrheology -   - Get a Free

Lecture Structure“Falling Ball” Rheology

Response TensorsGeneralized Stokes Equation

Viscoelastic MaterialsInhomogeneities

Two-Particle Microrheology

Two-Particle Langevin EquationResponse FunctionsMicrorheology Scheme

Thank you for your patience.

Tyler Shendruk One- and Two-Particle Microrheology