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Experimental Observation of Shear Thickening Oscillation in - - PowerPoint PPT Presentation

Experimental Observation of Shear Thickening Oscillation in Dilatant Fluid S. Nagahiro (Sendai National College of Technology, Miyagi), H. Nakanishi (Kyushu University, Fukuoka) & N. Mitarai (Niels Bohr institute, Copenhagen) What is


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Experimental Observation of Shear Thickening Oscillation in Dilatant Fluid

  • S. Nagahiro (Sendai National College of Technology, Miyagi),
  • H. Nakanishi (Kyushu University, Fukuoka)

& N. Mitarai (Niels Bohr institute, Copenhagen)

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SLIDE 2

What is Dilatant Fluid?

A typical example: Dense mixture of starch and water. (starch particles) ~ 10μm size

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Peculiar features of Dilatant Fluid

Ebata, Tatsumi and Sano, PRE(2009)

Persistent or expanding hall

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SLIDE 4

Peculiar features of Dilatant Fluid

  • A. Fall, N. Huang, F. Bertrand, G. Ovarlez, D Bonn, PRL(2008)

Jamming Transition

0.01 0.1 1 10 100 1000

Viscosity (Pa·s)

Shear rate (s

  • 1)

41wt% cornstarch suspension

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SLIDE 5

Why it shear thickens?

A possible explanation

✦Densely packed sand dilate upon deformation ✦Coffee beans in vacuum bag is rigid

because it cannot dilate due to the pressure.

✦In the mixture, interstitial water surface

could have particle size curvature. Pressure decreases due to the surface tension.

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SLIDE 6
  • 1. thickening is severe and instantaneous
  • 2. relaxation after removal of the external

stress is fast but not instantaneous.

  • 3. thickened state is almost rigid and does

not allow much elastic deformation

  • 4. viscosity shows hysteresis
  • 5. spontaneous oscillation due to shear

thickening is observed.

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SLIDE 7

Fluid dynamics model of dilatant fluid Simulation of simple shear flows Experiment of Taylor-Couette flow

The present model reproduce basic nature of dilatant fluid and predicts shear thickening oscillation We observed clear oscillations.

Outline

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SLIDE 8

Fluid dynamics model for dilatant fluid

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SLIDE 9

Modeling the dynamics of dilatant Fluid

φ = 0 φ = 1

under low stress under high stress

1) Phenomenological description for shear thickening

Introduce a state variable:

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SLIDE 10

Modeling the dynamics of dilatant Fluid

2) Viscosity is strongly increase func. of

η(φ) = η0 exp

  • φ

1 − φ

  • 10

100 1000 1

φ(r, t)

We assume Vogel-Fulcher type divergence:

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SLIDE 11

Modeling the dynamics of dilatant Fluid

3) State variable , in turn, depends on stress

φ(r, t)

2 3 4

S0 S0 S0 S0

S

φ∗(S) = φM (S/S0)2 1 + (S/S0)2

where,

S =

  • 1

2Tr(ˆ ˙ σˆ ˙ σ)

Steady value

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SLIDE 12

Model Equations

ρDvi Dt = ∂ ∂xj (−Pδij + σij)

Incompressible Navier-Stokes eq.

σij = η(φ) ∂vi ∂xj + ∂vj ∂xi

  • Relaxation is driven by deformation (athermal)

1 τ = 1 r |˙ γ|

|˙ γ| : local shear rate r : dimansionless parameter

|ˆ ˙ γ| =

  • 1

2Tr(ˆ ˙ γˆ ˙ γ)

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SLIDE 13

0.01 0.1 1 10 100 1000

Viscosity (Pa·s)

Shear rate (s

  • 1)

41wt% cornstarch suspension

Fall, Huang, Bertrand, Ovarlez, Bonn, PRL (2008).

η0 10Pa · s

S0 50Pa

Length and time scale

η(φ) = η0 exp

  • φ

1 − φ

  • φ∗(S) = φM

(S/S0)2 1 + (S/S0)2

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SLIDE 14

Time Scale Length Scale

τ0 = η0 S0

⌅0 = ⇥ ⇤0

Parameters and scales

S0 ≈ 50Pa η0 ≈ 10Pa · sec. ρ ≈ 103kg/m3

0 ≈ 5cm

τ0 ≈ 0.2sec.

For 41wt% cornstarch suspension

Relaxed state viscosity: Thickening stress: Density:

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SLIDE 15

Simple Shear Flow of Dilatant Fluid

Se Se

Boundary condition S(z, t)

  • z=±h = Se
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SLIDE 16

Simple Shear Flow of Dilatant Fluid

Steady State Solution of the Model Equation

low viscosity high viscosity

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Shear flow in the unstable branch

φ parameter shear rate

Flow oscillates spontaneously under constant stress

φM = 1.0, h = 3.0, Se = 1.0, r = 0.1

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Shear flow in the unstable branch

Saw-tooth like wave

  • -- moderately increases and suddenly drops

✦moderate increase and sudden drop

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Shear flow in the unstable branch

a State Diagram for steady and oscillatory region

1 2 3 4 5 6 0.5 1 1.5 2 flow width h shear stress Se

  • scillate

steady

h* ~5cm for

41wt% suspension.

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SLIDE 20

Experiment with starch-water mixture

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SLIDE 21

Time Scale Length Scale

τ0 = η0 S0

⌅0 = ⇥ ⇤0

Parameters and scales

S0 ≈ 50Pa η0 ≈ 10Pa · sec. ρ ≈ 103kg/m3

0 ≈ 5cm

τ0 ≈ 0.2sec.

For 41wt% cornstarch suspension

Relaxed state viscosity: Thickening stress: Density:

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SLIDE 22

Experimental Setup

encoder 22cm weight starch-water mixture spring & dumper 1 ~ 5cm

  • 55wt% CsCl solution and potato-starch

mixture

  • Volume fraction: 41~42.5%
  • Flow thickness: 1~5cm
  • weight: 0.5 ~ 10kg (0.1~2.3kPa)
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SLIDE 23

Oscillation: 1000fps movie

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SLIDE 24

8.0 8.5 9.0 10 20 30

time(s)

angular speed(rad/s)

Density=42.5wt%, h=4cm

9.0 8.8 8.6

0.2 0.4 0.6 2 4 6 8 10 12 14 Average Shear Rate Time A =1,

M=1, r =0.1, Se=1.1

h=1.3 2.0 3.0

Angular speed of the center rod

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SLIDE 25

A State diagram of the flow

1 2 3 4 5 0.5 1 1.5 2 2.5 flow width h [cm] external stress Se [kPa] no oscillation intermit or noisy steady oscillation idle

1 2 3 4 5 6 0.5 1 1.5 2 flow width h shear stress Se

  • scillate

steady

42.5wt% suspension

Se

∗ 0.1kPa

Threshold stress.

Oscillatory

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SLIDE 26

Stress dependence of freq. and amplitude

5 10 15 20 0.0 0.5 1.0 amplitude[rad/sec.] external stress [kPa] density=42.5wt% h=2cm h=3cm h=4cm h=5cm 5 10 15 20 25 30 35 frequency[Hz] density=42.5wt%

*Frequency stays almost constant near threshold

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SLIDE 27

Frequency vs flow thickness

  • No systematic dependence either on the thickness and shear stress
  • Frequencies are always around 20Hz (twice the predicted value)

5 10 15 20 25 30 35 1 2 3 4 5 6

Frequency (Hz)

Flow thickness h(cm)

(b)42.5wt% 0.2kPa 0.3kPa 0.6kPa 1.0kPa (b)42.5wt%

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SLIDE 28

Experimental observation

  • About 20Hz frequency.
  • Oscillation starts with Hopf bifurcation.
  • Frequency does not depend on both Se and h
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SLIDE 29

2D Simulations

φ(r, t = 0) = ξi

Initial noise:

x

z

L = 10h

|ξi| = 10−4

Initial condition:

vi(r, t = 0) = 0

–– Maker and Cell (MAC) method

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SLIDE 30

φM=0.85, Se=1.0

Inhomogeneous Oscillation

50 100 1.0 2.0 3.0 4.0 time

Small noise is given to initial φ

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SLIDE 31

Jamming caused by instability

time 5 10 101 102 103 104 105 time maximum viscosity 10 5 10 0.01 0.1 1 10

φM = 1.0

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SLIDE 32

Inhomogeneous Oscillation

φM=0.85, rin=1.0, rout=3.0, Se=2.0

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SLIDE 33

0.0 0.1 0.2 0.3 0.4 0.5 1 1.5 2 2.5 3 frequency h (b) Se=3 0 1 2 3 4 5 6 7 8 Se (c) h=1.6 0.1 0.2 0.3 0.4 0.5 10 20 30 40 50 angular speed time (a) h=2.0, Se=3.0 h=1.0, Se=3.0

Inhomogeneous Oscillation

h and Se independent Frequency

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SLIDE 34

summary and remarks

  • We proposed phenomenological model
  • the model predicts spontaneous oscillation
  • the oscillation is also observed experimentally
  • We’d like to confirm if the thickening band governs the
  • scillation.
  • measure pressure of the fluid (?)
  • measure off-center force acts on the rod (?)

and next...