af2903 road construction and maintenance - kth · af2903 road construction and maintenance rheology...
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Royal Institute of Technology, Stockholm
Ebrahim Hesami
PhD Candidate Highway and Railway Engineering
Department of Transportation Science
AF2903 Road Construction and Maintenance
Rheology
AF2903 Road Construction and Maintenance
An Introduction to Rheology
What is
Rheology?What is
Rheology?
AF2903 Road Construction and Maintenance
Rheology THE STUDY OF DEFORMATION AND FLOW OF MATTER
•Material Structure
•Material
Processing
behaviour
•Material
performance
Product development
Process development Modeling •Performance
testing
•Rheology
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The Rheological Techniques
• Flow – pumping, dispensing, spraying etc
• Creep – what happens under gravity – stability
• Oscillation – structure and the effects of time and temperature
AF2903 Road Construction and Maintenance
What is rheology looking at?
• A response to giving energy
• Applying a shearing force – pushing
• Changing temperature – excitation
• Is the energy used to do something or is it stored?
AF2903 Road Construction and Maintenance
What is a Rheometer?
• Basically consists of five main components
• Air bearing – near frictionless rotation
• Motor – smooth application of torque
• Optical encoder – measures rotation
• Temperature control – accurate and source of energy
• Geometry – what connects the rheometer to the sample
AF2903 Road Construction and Maintenance
Dynamic Shear Rheometer (DSR)
AF2903 Road Construction and Maintenance
Rotational Rheometers Designs
Applied
Strain or
Rotation
Measured
Torque
(Stress)
Direct
Drive
Motor
Transducer
•Controlled Strain
•SMT – Separate motor & transducer
•Controlled Stress
•CMT – Combined motor & transducer
Displacement
Sensor
Measured
Strain or
Rotation
Non-Contact
Drag Cup
Motor
Applied
Torque
(Stress)
Static Plate
AF2903 Road Construction and Maintenance
Geometries of DSR
Parallel
Plate
Cone and
Plate
Concentric
Cylinders
Torsion
Rectangular
Very Low
to Medium
Viscosity
Very Low
to High
Viscosity
Very Low
Viscosity
to Soft Solids
Very Soft to Very
Rigid Solids
Water to Steel
AF2903 Road Construction and Maintenance
How does a rheometer work?
Fundamentally a controlled stress rotational rheometer will
Apply a Torque (Force)
Fundamentally a controlled stress rotational rheometer will
Apply a Torque (Force)
Measure an angular displacement
Fundamentally a controlled stress rotational rheometer will
Apply a Torque (Force)
Measure an angular displacement
Calculate a rate of displacement (speed/velocity)
Fundamentally a controlled stress rotational rheometer will
Apply a Torque (Force)
Measure an angular displacement
Calculate a rate of displacement (speed/velocity)
If measured shear rate<requested shear rate, increase torque
If measured shear rate>requested shear rate, decrease torque
Feedback loop iterative process
For controlled strain instruments, this process is the same just the
variables are the other way round
Apply velocity
Measure torque
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Process ability in handling and application
FLOW
AF2903 Road Construction and Maintenance
Viscosity
Definition: resistance to flow
The units of viscosity are . . . . .
SI unit is the Pascal.Second (Pa.s)
cgs unit is the poise
10 Poise =1 Pa.s
1 cP (centipoise) = 1 m Pa.s (milli-pascal-second)
AF2903 Road Construction and Maintenance
Terminology - Simple shear and
shearing flow
y
x
deformation
F = Force
V = velocity
Sample
thickness
𝛾
A = area
Viscosity 𝜂 =𝜎
𝛾 Modulus 𝐺 =
𝜎
𝛾
Shear Stress: = F/A Strain: = dx/yo Shear Rate: 𝛾 = d/dt = V/y
AF2903 Road Construction and Maintenance
Cone Angles and Diameters
20mm
40mm
60mm
Shear Stress
Angle
Shear Rate
Decreases
Increases
0
Infinity
AF2903 Road Construction and Maintenance
Plate Gaps and Diameters
20mm
40mm
60mm
Shear Stress
Gap
Shear Rate
Decreases
Increases
0
Infinity
AF2903 Road Construction and Maintenance
Typical Viscosities (Pa.s)
• Various materials and their viscosities
•BITUMEN 100 000 000
•POLYMER MELT 1 000
•GOLDEN SYRUP 100
•LIQUID HONEY 10
•GLYCEROL 1
•OLIVE OIL 0.01
•WATER 0.001
•AIR 0.00001
AF2903 Road Construction and Maintenance
What Is A Flow Curve?
... a graph of shear stress versus shear rate
𝛾 𝛾
Newtonian - simplest case
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Types of Flow
Bingham Plastic
Pseudoplastic Newtonian Dilatant
𝛾
AF2903 Road Construction and Maintenance
Factors Influencing Rheology
High volume fractions, f Particle size Particle size distribution
Particle shape
Vs
• - - - - - - •+ •+ •+ •+
•+ •+ •+
AF2903 Road Construction and Maintenance
Shear thinning - why does it occur?
Unsheared Sheared
Aggregates
break up Anisotropic Particles align
with the Flow Streamlines
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Shear-thickening of Silica Dispersion
100001.000E-4 0.01000 1.000 10.00 100.0 1000
shear rate (1/s)
10000
0.1000
1.000
10.00
100.0
1000
vis
co
sit
y (
Pa
.s)
1000
0.1000
1.000
10.00
100.0
sh
ea
r s
tres
s (
Pa
)
HS160.22F-up step
HS160.22F-down step
TA Instruments- Shear Thickening Particle Dispersion
AF2903 Road Construction and Maintenance
Factors affecting viscosity
Shear Rate
Time of Shearing
Temperature
Concentration
Pressure
AF2903 Road Construction and Maintenance
0 10.0 20.0 30.0 40.0 50.0 60.0 70.0temperature (°C)
0
5.000
10.00
15.00
20.00
25.00
30.00
35.00
40.00
45.00vi
scos
ity (
Pa.
s)
Effect of Temperature
0 10.0 20.0 30.0 40.0 50.0 60.0 70.0temperature (°C)
0
5.000
10.00
15.00
20.00
25.00
30.00
35.00
40.00
45.00
visc
osity
(P
a.s)
0
0.2000
0.4000
0.6000
0.8000
1.000
1.200
shear rate (1/s)
10.00
100.00
1000.00
torq
ue (
mic
ro N
.m)
viscosity Shear rate
Torque
AF2903 Road Construction and Maintenance
Effect of Concentration or Pressure
The limiting value of the reduced viscosity as the concentration
approaches zero....
Flow restricted as more particles added, i.e. increase concentration
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Effect of Shape and Alignment
Aligned show less concentrated flow lines
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Flow Measurements
0 10.00 20.00 30.00 40.00 50.00 60.00time (s)
0
10.00
20.00
30.00
40.00
50.00
60.00
visco
sity
(Pa.
s)
Peak hold step
0 500.0 1000 1500 2000 2500 3000shear rate (1/s)
0
5.000
10.00
15.00
20.00
25.00
30.00
35.00
40.00
shea
r stre
ss (P
a)
Continuous ramp step
1.000 10.00 100.0shear stress (Pa)
0.01000
0.1000
1.000
10.00
100.0
visco
sity (
Pa.s)
Stepped flow step
0.01000 0.1000 1.000 10.00 100.0shear stress (Pa)
0.01000
0.1000
1.000
10.00
100.0
1000
10000
visco
sity (
Pa.s)
Steady state flow step
0 10.0 20.0 30.0 40.0 50.0 60.0 70.0temperature (°C)
0
5.000
10.00
15.00
20.00
25.00
30.00
35.00
40.00
45.00
visco
sity (
Pa.s)
Typical plot shear
stress vs. shear rate
Typical plot viscosity
vs. shear stress/rate
Typical plot viscosity
vs. time
Typical plot shear
stress vs. shear rate
Typical plot viscosity
vs. shear stress/rate
AF2903 Road Construction and Maintenance
Peak Hold – a “Brookfield” test
time (sec) 0 5.000 10.00 15.00 20.00 25.00 30.00time (s)
80.00
82.50
85.00
87.50
90.00
92.50
95.00
97.50
100.0
visc
osity
(Pa.
s)paint-0005f, Peak hold step 1
AF2903 Road Construction and Maintenance
Continuous Flow Template
time (sec)
measure resulting
deformation and
calculate shear
rate
0 500.0 1000 1500 2000 2500 3000shear rate (1/s)
0
5.000
10.00
15.00
20.00
25.00
30.00
35.00
40.00
shea
r stre
ss (P
a)
Continuous ramp step
Stress rate (1/s)
AF2903 Road Construction and Maintenance
Stepped Flow Template
Deformation
time
Denotes
Measurement
1.000 10.00 100.0shear stress (Pa)
0.01000
0.1000
1.000
10.00
100.0
visco
sity (
Pa.s)
Stepped flow step
Shear stress (Pa)
Vis
cosi
ty (
Pas)
AF2903 Road Construction and Maintenance
Steady State Flow Template
Deformation
time
Denotes
Measurement 0.01000 0.1000 1.000 10.00 100.0
shear stress (Pa)
0.01000
0.1000
1.000
10.00
100.0
1000
10000
visco
sity (
Pa.s)
Steady state flow step
Shear stress (Pa)
Vis
cosi
ty (
Pas)
AF2903 Road Construction and Maintenance
Introduction to Viscoelasticity
AF2903 Road Construction and Maintenance
Viscoelasticity Defined
Range of Material Behaviour Solid Like ------------------------------ Liquid Like
Ideal Solid ----- Most Materials ----- Ideal Fluid Purely Elastic ---- Viscoelastic --- Purely Viscous
Viscoelasticity: Having both viscous and elastic properties
AF2903 Road Construction and Maintenance
Purely Viscous Response
Newtonian Liquid
= 𝜂𝛾
In the case of the classical extremes, all that matters is the values of stress, strain, strain rate. The response is
independent of the loading.
Spring Dashpot
Response for Classical Extremes
Purely Elastic Response
Hookean Solid
= Ee or t = G
AF2903 Road Construction and Maintenance
Spring and Dashpot Models
Viscous Flow Elastic Deformation
t Applied
Removed
t Removed Applied
AF2903 Road Construction and Maintenance
Viscoelasticity
Purely Elastic
Response
Hookean Solid
= Ee or t = G
Spring
Purely Viscous
Response
Newtonian Liquid
=
Dashpot
ViscoElastic
.
AF2903 Road Construction and Maintenance
Parts of a creep curve
Strain
Time
The instantaneous elastic
component characterised by a
spring
Describes the viscoelastic nature,
characterised by one or more Voigt
units
The straight portion of a
creep curve, characterised
by a dash pot
AF2903 Road Construction and Maintenance
Introduction to Dynamic
Measurements
AF2903 Road Construction and Maintenance
•0
time or frequency
str
ess o
r str
ain
What is Oscillation?
Deformation applied Sinusoidally
User defined Stress or Strain amplitude, frequency & temperature
Control either
Amplitude – test how robust a material is
Frequency –responses to the rate at which energy is given
Temperature – cures and transitions
Nothing – watch structure form
AF2903 Road Construction and Maintenance
Oscillation
Shear
Stress
Shear
Strain
100% Elastic
d = 90
100% Viscous
o d = 0 o
AF2903 Road Construction and Maintenance
G’ - Elastic (Storage) Modulus: Measure
of elasticity of material. The ability of the
material to store energy.
G' = (stress*/strain)cosd
G" = (stress*/strain)sind G” - Viscous (Loss) Modulus:
The ability of the material to dissipate
energy. Energy lost as heat.
G* - Complex Modulus: Measure of
materials overall resistance to
deformation.
G* = Stress*/Strain G* = G’ + iG”
Tan d = G"/G'
Tan Delta:
Measure of material damping - such as
vibration or sound damping.
Viscoelastic Parameters
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Modes of Operation
identification of the linear
viscoelastic region (LVR)
“rheological fingerprint”
Process conditions, cure and
physical transitions
AF2903 Road Construction and Maintenance
Frequency Sweep Results
• It may look very different depend on samples
0.1000 1.000 10.00ang. frequency (rad/s)
0.01000
0.1000
1.000
10.00
100.0
1000
G' (
Pa)
0.01000
0.1000
1.000
10.00
100.0
1000
G'' (Pa)
1.000
10.00
|n*|
(Pa.
s)
Oil sample frequency sweep
AF2903 Road Construction and Maintenance
Dynamic Mechanical Analysis (DMA)
AF2903 Road Construction and Maintenance
Modes of Operation: 1- MULTI-FREQUENCY
The multi-frequency mode can assess viscoelastic properties as a
function of frequency, while oscillation amplitude is held constant.
These tests can be run at single or multiple frequencies, in time sweep,
temperature ramp, or temperature step/hold experiments.
2 - MULTI-STRESS/STRAIN
In this mode, frequency and temperature are held constant, and the
viscoelastic properties are monitored as strain or stress is varied. This
mode is primarily used to identify the Linear Viscoelastic Range (LVR).
3 - CREEP/STRESS RELAXATION
With creep, the stress is held constant and deformation is monitored as
a function of time. In stress relaxation, the strain is held constant and
the stress is monitored vs. time.
4 - CONTROLLED FORCE/STRAIN RATE
In this mode, the temperature is held constant while stress or strain is
ramped at a constant rate. It is used to generate stress / strain plots to
obtain Young’s Modulus. Alternatively, stress can be held constant
with a temperature ramp while strain is monitored.
5 - ISOSTRAIN
In isostrain mode, available on the Q800, strain is held constant during
a temperature ramp. Isostrain can be used to assess shrinkage force in
films and fibers