SLIDE 1 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)
SLIDE 2
What is Dilatant Fluid?
A typical example: Dense mixture of starch and water. (starch particles) ~ 10μm size
SLIDE 3 Peculiar features of Dilatant Fluid
Ebata, Tatsumi and Sano, PRE(2009)
Persistent or expanding hall
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
41wt% cornstarch suspension
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.
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.
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
SLIDE 8
Fluid dynamics model for dilatant fluid
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:
SLIDE 10 Modeling the dynamics of dilatant Fluid
2) Viscosity is strongly increase func. of
η(φ) = η0 exp
1 − φ
100 1000 1
φ(r, t)
We assume Vogel-Fulcher type divergence:
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 =
2Tr(ˆ ˙ σˆ ˙ σ)
Steady value
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| =
2Tr(ˆ ˙ γˆ ˙ γ)
SLIDE 13 0.01 0.1 1 10 100 1000
Viscosity (Pa·s)
Shear rate (s
41wt% cornstarch suspension
Fall, Huang, Bertrand, Ovarlez, Bonn, PRL (2008).
η0 10Pa · s
S0 50Pa
Length and time scale
η(φ) = η0 exp
1 − φ
(S/S0)2 1 + (S/S0)2
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:
SLIDE 15 Simple Shear Flow of Dilatant Fluid
Se Se
Boundary condition S(z, t)
SLIDE 16
Simple Shear Flow of Dilatant Fluid
Steady State Solution of the Model Equation
low viscosity high viscosity
SLIDE 17
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
SLIDE 18 Shear flow in the unstable branch
Saw-tooth like wave
- -- moderately increases and suddenly drops
✦moderate increase and sudden drop
SLIDE 19 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
steady
h* ~5cm for
41wt% suspension.
SLIDE 20
Experiment with starch-water mixture
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:
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)
SLIDE 23
Oscillation: 1000fps movie
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
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
steady
42.5wt% suspension
Se
∗ 0.1kPa
Threshold stress.
Oscillatory
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
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%
SLIDE 28 Experimental observation
- About 20Hz frequency.
- Oscillation starts with Hopf bifurcation.
- Frequency does not depend on both Se and h
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
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
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
SLIDE 32
Inhomogeneous Oscillation
φM=0.85, rin=1.0, rout=3.0, Se=2.0
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
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...