rheology of particle-foam mixture - sfb...
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16.06.2014
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Interaktionsmodelle maschineller Tunnelbau
SFB 837 Rheologie – Workshop 04. Juni 2014
Rheology of Particle-Foam Mixture
Aycan Özlem Özarmut
Holger Steeb
Interaktionsmodelle maschineller Tunnelbau
SFB 837
A4
TP | A4 Rheology of Foam
2Rheology of Particle-Foam Mixture
16.06.2014
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Interaktionsmodelle maschineller Tunnelbau
SFB 837
A4
TP | A4 Foam in EPB Tunneling
3Rheology of Particle-Foam Mixture
Improvement of the fluidity and watertightness of excavated soilTo prevent the soil from sticking inside of the chamberEasy transportation of excavated soil
[Herrenknecht AG]
Interaktionsmodelle maschineller Tunnelbau
SFB 837
A4
TP | A4 Objectives & Motivation
Objectives
Experimental research on constitutive properties of face support material
Understanding the rheology of foam and particle laden foam
Motivation
Determination of rheological parameters on realistic scale not possible
Investigation of rheological experiments on micro-scale
Replacing realistic support material by model material (shaving foam and glass beads)
4Rheology of Particle-Foam Mixture
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Interaktionsmodelle maschineller Tunnelbau
SFB 837
A4
TP | A4 Micro-scale investigation
Micro-scale characterization through imageanalysis
Rheological characterization
5Rheology of Particle-Foam Mixture
liquid foamdry glass beads
+foam
wetted glass beads+
foam
Interaktionsmodelle maschineller Tunnelbau
SFB 837
A4
TP | A4 Micro-scale characterization
Mean diameter (D)
Cell size distribution
Shaving foam
Silibeads glassbeads Type S
6Rheology of Particle-Foam Mixture
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Interaktionsmodelle maschineller Tunnelbau
SFB 837
A4
TP | A4 Micro-scale characterization
7Rheology of Particle-Foam Mixture
Solid glass beads + shaving foam
30% volume of solid glass beads
After 2 min. (left) and 57 min. (right)
Aging of foams
Coalescence Coarsening Drainage
Interaktionsmodelle maschineller Tunnelbau
SFB 837
A4
TP | A4 Micro-scale characterization
8Rheology of Particle-Foam Mixture
Wetted glass beads + shaving foam
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Interaktionsmodelle maschineller Tunnelbau
SFB 837
A4
TP | A4 Micro-scale characterization
9Rheology of Particle-Foam Mixture
Wetted solid glass beads + shaving foam
64 % volume of wetted solid glass beads
55% volume of solid glass beads
After 1 min. (left) and 1 hour (right)
Interaktionsmodelle maschineller Tunnelbau
SFB 837
A4
TP | A4 Types of Rheological Systems
10Rheology of Particle-Foam Mixture
MCR 301 (Anton paar GmbH)
plate-plate cone-plate concentric cylinder
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Interaktionsmodelle maschineller Tunnelbau
SFB 837
A4
TP | A4 Basic Rheological Tests
11Rheology of Particle-Foam Mixture
Flow curve test: Aplication of shear rate: measure stress response
Creep test: Application of constant stress: measuredeformation response
0scillation test (AS & FS): Apply strain rate oscillations, measure stress response
Relaxation test: Apply constant strain, measure decay in modulus
Ramp: Increase shear rate, measure stress increase
Interaktionsmodelle maschineller Tunnelbau
SFB 837
A4
TP | A4 Rheological Experiments
12Rheology of Particle-Foam Mixture
flow curve
oscillation test (AS & FS)
relaxation test
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Interaktionsmodelle maschineller Tunnelbau
SFB 837
A4
TP | A4 Rheological Experiments
13Rheology of Particle-Foam Mixture
slip effect:
disrupts the continuity of flow
resulting shear stress are reduced
to minimize slip effect:
rough plate surfaces
-sand paper : P320 (very fine)
Sandpaper
M
Interaktionsmodelle maschineller Tunnelbau
SFB 837
A4
TP | A4 Rheological characterization
14Rheology of Particle-Foam Mixture
Liquid foam- dry particle mixture
16.06.2014
8
Interaktionsmodelle maschineller Tunnelbau
SFB 837
A4
TP | A4 Flow curve experiment
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Rheology of Particle-Foam Mixture
Herschel Bulkley Papanastasiou model:
Fitting parameter from Herschel Bulkley Papanastasiou model:
Case 1
Case 7
Volume fraction of liquid foam-dry particle mixture:
Rheology of Particle-Foam Mixture
Interaktionsmodelle maschineller Tunnelbau
SFB 837
A4
TP | A4 Flow curve experiment
16Rheology of Particle-Foam Mixture
Herschel-Bulkley Papanastasiou model:
16.06.2014
9
Interaktionsmodelle maschineller Tunnelbau
SFB 837
A4
TP | A4 Constitutive equation
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Generalized incompressible Fluids:
Rheology of Particle-Foam Mixture
Fluids:
(Constitutive relation)Cauchy stress
rate of deformation tensor
viscosity
unity tensor
Measuring constraints of rheometry:
The flow is fully described by the continuity equation
The fluid flow laminar and isothermal and steady state
Its density is constant
No slippage on the wall
Interaktionsmodelle maschineller Tunnelbau
SFB 837
A4
TP | A4 Constitutive equation
18
Plane Couette flow or simple shear:
Rheology of Particle-Foam Mixture
Velocity gradient:v1
x
1
x
2
fluidH
Rate of Deformation tensor: Second invariant of strain tensor :
Viscosity & Shear stress in 3D:
16.06.2014
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Interaktionsmodelle maschineller Tunnelbau
SFB 837
A4
TP | A4 Amplitude & Frequancy sweep
19Rheology of Particle-Foam Mixture
Amplitude sweepSmall amplitude oscillatory sweep (SAOS)Large amplitude oscillatory sweep (LAOS)
Interaktionsmodelle maschineller Tunnelbau
SFB 837
A4
TP | A4 Amplitude sweep (SAOS)
20Rheology of Particle-Foam Mixture
Case 1
Case 7
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11
Interaktionsmodelle maschineller Tunnelbau
SFB 837
A4
TP | A4 Amplitude sweep (SAOS)
21Rheology of Particle-Foam Mixture
Interaktionsmodelle maschineller Tunnelbau
SFB 837
A4
TP | A4 Rheological characterization
22Rheology of Particle-Foam Mixture
Liquid foam- wetted particle mixture
16.06.2014
12
Interaktionsmodelle maschineller Tunnelbau
SFB 837
A4
TP | A4 Flow curve experiment
23Rheology of Particle-Foam Mixture
Herschel Bulkley Papanastasiou model:
Volume fraction of liquid foam-wetted particle mixture:
Case 4
Case 1
Interaktionsmodelle maschineller Tunnelbau
SFB 837
A4
TP | A4 Amplitude sweep (SAOS)
24Rheology of Particle-Foam Mixture
Volume fraction of wetted particles from down to up: 0, 0.09, 0.16, 0.23 , 0.28, 0.33, 0.41, 0.47, 0.54, 0.6, 0.64, 0.7 and 0.8
16.06.2014
13
Interaktionsmodelle maschineller Tunnelbau
SFB 837
A4
TP | A4 Amplitude sweep (SAOS)
25Rheology of Particle-Foam Mixture
Volume fraction of wetted particles : 0, 0.09, 0.23, 0.33, 0.54, 0.6, 0.64
Interaktionsmodelle maschineller Tunnelbau
SFB 837
A4
TP | A4 Amplitude sweep (LAOS)
26Rheology of Particle-Foam Mixture
The four archetypes of LAOS behavior (Hyun et al., Rheol Acta 2006 ) :(a) strain thinning (b) strain hardening(c) weak strain overshoot (d) strong strain overshoot
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Interaktionsmodelle maschineller Tunnelbau
SFB 837
A4
TP | A4 Relaxation test
27Rheology of Particle-Foam Mixture
strain-time and stress-time curve with different material behavior :
Interaktionsmodelle maschineller Tunnelbau
SFB 837
A4
TP | A4 Conclusion
28Rheology of Particle-Foam Mixture
Aging of foam (coalescence, coarsening, drainage) in a period of time was observed
Foam and particle-foam mixture can be characterised by Herschel-BulkleyPapanastasiou model
The yield stress function should be improved
Material property depends on composition of particle-foam mixture
Over 0.30 volume of particles results in noisy data for flow curve test
Linear and non-linear regions of particle-foam mixture were obtained byamplitude sweep test
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Interaktionsmodelle maschineller Tunnelbau
SFB 837
A4
TP | A4
29Rheology of Particle-Foam Mixture
Thank you for your attention !
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