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Royal Institute of Technology, Stockholm Ebrahim Hesami PhD Candidate Highway and Railway Engineering Department of Transportation Science [email protected] AF2903 Road Construction and Maintenance Rheology

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Page 1: AF2903 Road Construction and Maintenance - KTH · AF2903 Road Construction and Maintenance Rheology THE STUDY OF DEFORMATION AND FLOW OF MATTER •Material Structure •Material Processing

Royal Institute of Technology, Stockholm

Ebrahim Hesami

PhD Candidate Highway and Railway Engineering

Department of Transportation Science

[email protected]

AF2903 Road Construction and Maintenance

Rheology

Page 2: AF2903 Road Construction and Maintenance - KTH · AF2903 Road Construction and Maintenance Rheology THE STUDY OF DEFORMATION AND FLOW OF MATTER •Material Structure •Material Processing

AF2903 Road Construction and Maintenance

An Introduction to Rheology

What is

Rheology?What is

Rheology?

Page 3: AF2903 Road Construction and Maintenance - KTH · AF2903 Road Construction and Maintenance Rheology THE STUDY OF DEFORMATION AND FLOW OF MATTER •Material Structure •Material Processing

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

Page 4: AF2903 Road Construction and Maintenance - KTH · AF2903 Road Construction and Maintenance Rheology THE STUDY OF DEFORMATION AND FLOW OF MATTER •Material Structure •Material Processing

AF2903 Road Construction and Maintenance

The Rheological Techniques

• Flow – pumping, dispensing, spraying etc

• Creep – what happens under gravity – stability

• Oscillation – structure and the effects of time and temperature

Page 5: AF2903 Road Construction and Maintenance - KTH · AF2903 Road Construction and Maintenance Rheology THE STUDY OF DEFORMATION AND FLOW OF MATTER •Material Structure •Material Processing

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?

Page 6: AF2903 Road Construction and Maintenance - KTH · AF2903 Road Construction and Maintenance Rheology THE STUDY OF DEFORMATION AND FLOW OF MATTER •Material Structure •Material Processing

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

Page 7: AF2903 Road Construction and Maintenance - KTH · AF2903 Road Construction and Maintenance Rheology THE STUDY OF DEFORMATION AND FLOW OF MATTER •Material Structure •Material Processing

AF2903 Road Construction and Maintenance

Dynamic Shear Rheometer (DSR)

Page 8: AF2903 Road Construction and Maintenance - KTH · AF2903 Road Construction and Maintenance Rheology THE STUDY OF DEFORMATION AND FLOW OF MATTER •Material Structure •Material Processing

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

Page 9: AF2903 Road Construction and Maintenance - KTH · AF2903 Road Construction and Maintenance Rheology THE STUDY OF DEFORMATION AND FLOW OF MATTER •Material Structure •Material Processing

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

Page 10: AF2903 Road Construction and Maintenance - KTH · AF2903 Road Construction and Maintenance Rheology THE STUDY OF DEFORMATION AND FLOW OF MATTER •Material Structure •Material Processing

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

Page 11: AF2903 Road Construction and Maintenance - KTH · AF2903 Road Construction and Maintenance Rheology THE STUDY OF DEFORMATION AND FLOW OF MATTER •Material Structure •Material Processing

AF2903 Road Construction and Maintenance

Process ability in handling and application

FLOW

Page 12: AF2903 Road Construction and Maintenance - KTH · AF2903 Road Construction and Maintenance Rheology THE STUDY OF DEFORMATION AND FLOW OF MATTER •Material Structure •Material Processing

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)

Page 13: AF2903 Road Construction and Maintenance - KTH · AF2903 Road Construction and Maintenance Rheology THE STUDY OF DEFORMATION AND FLOW OF MATTER •Material Structure •Material Processing

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

Page 14: AF2903 Road Construction and Maintenance - KTH · AF2903 Road Construction and Maintenance Rheology THE STUDY OF DEFORMATION AND FLOW OF MATTER •Material Structure •Material Processing

AF2903 Road Construction and Maintenance

Cone Angles and Diameters

20mm

40mm

60mm

Shear Stress

Angle

Shear Rate

Decreases

Increases

0

Infinity

Page 15: AF2903 Road Construction and Maintenance - KTH · AF2903 Road Construction and Maintenance Rheology THE STUDY OF DEFORMATION AND FLOW OF MATTER •Material Structure •Material Processing

AF2903 Road Construction and Maintenance

Plate Gaps and Diameters

20mm

40mm

60mm

Shear Stress

Gap

Shear Rate

Decreases

Increases

0

Infinity

Page 16: AF2903 Road Construction and Maintenance - KTH · AF2903 Road Construction and Maintenance Rheology THE STUDY OF DEFORMATION AND FLOW OF MATTER •Material Structure •Material Processing

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

Page 17: AF2903 Road Construction and Maintenance - KTH · AF2903 Road Construction and Maintenance Rheology THE STUDY OF DEFORMATION AND FLOW OF MATTER •Material Structure •Material Processing

AF2903 Road Construction and Maintenance

What Is A Flow Curve?

... a graph of shear stress versus shear rate

𝛾 𝛾

Newtonian - simplest case

Page 18: AF2903 Road Construction and Maintenance - KTH · AF2903 Road Construction and Maintenance Rheology THE STUDY OF DEFORMATION AND FLOW OF MATTER •Material Structure •Material Processing

AF2903 Road Construction and Maintenance

Types of Flow

Bingham Plastic

Pseudoplastic Newtonian Dilatant

𝛾

Page 19: AF2903 Road Construction and Maintenance - KTH · AF2903 Road Construction and Maintenance Rheology THE STUDY OF DEFORMATION AND FLOW OF MATTER •Material Structure •Material Processing

AF2903 Road Construction and Maintenance

Factors Influencing Rheology

High volume fractions, f Particle size Particle size distribution

Particle shape

Vs

• - - - - - - •+ •+ •+ •+

•+ •+ •+

Page 20: AF2903 Road Construction and Maintenance - KTH · AF2903 Road Construction and Maintenance Rheology THE STUDY OF DEFORMATION AND FLOW OF MATTER •Material Structure •Material Processing

AF2903 Road Construction and Maintenance

Shear thinning - why does it occur?

Unsheared Sheared

Aggregates

break up Anisotropic Particles align

with the Flow Streamlines

Page 21: AF2903 Road Construction and Maintenance - KTH · AF2903 Road Construction and Maintenance Rheology THE STUDY OF DEFORMATION AND FLOW OF MATTER •Material Structure •Material Processing

AF2903 Road Construction and Maintenance

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

Page 22: AF2903 Road Construction and Maintenance - KTH · AF2903 Road Construction and Maintenance Rheology THE STUDY OF DEFORMATION AND FLOW OF MATTER •Material Structure •Material Processing

AF2903 Road Construction and Maintenance

Factors affecting viscosity

Shear Rate

Time of Shearing

Temperature

Concentration

Pressure

Page 23: AF2903 Road Construction and Maintenance - KTH · AF2903 Road Construction and Maintenance Rheology THE STUDY OF DEFORMATION AND FLOW OF MATTER •Material Structure •Material Processing

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

Page 24: AF2903 Road Construction and Maintenance - KTH · AF2903 Road Construction and Maintenance Rheology THE STUDY OF DEFORMATION AND FLOW OF MATTER •Material Structure •Material Processing

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

Page 25: AF2903 Road Construction and Maintenance - KTH · AF2903 Road Construction and Maintenance Rheology THE STUDY OF DEFORMATION AND FLOW OF MATTER •Material Structure •Material Processing

AF2903 Road Construction and Maintenance

Effect of Shape and Alignment

Aligned show less concentrated flow lines

Page 26: AF2903 Road Construction and Maintenance - KTH · AF2903 Road Construction and Maintenance Rheology THE STUDY OF DEFORMATION AND FLOW OF MATTER •Material Structure •Material Processing

AF2903 Road Construction and Maintenance

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

Page 27: AF2903 Road Construction and Maintenance - KTH · AF2903 Road Construction and Maintenance Rheology THE STUDY OF DEFORMATION AND FLOW OF MATTER •Material Structure •Material Processing

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

Page 28: AF2903 Road Construction and Maintenance - KTH · AF2903 Road Construction and Maintenance Rheology THE STUDY OF DEFORMATION AND FLOW OF MATTER •Material Structure •Material Processing

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)

Page 29: AF2903 Road Construction and Maintenance - KTH · AF2903 Road Construction and Maintenance Rheology THE STUDY OF DEFORMATION AND FLOW OF MATTER •Material Structure •Material Processing

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)

Page 30: AF2903 Road Construction and Maintenance - KTH · AF2903 Road Construction and Maintenance Rheology THE STUDY OF DEFORMATION AND FLOW OF MATTER •Material Structure •Material Processing

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)

Page 31: AF2903 Road Construction and Maintenance - KTH · AF2903 Road Construction and Maintenance Rheology THE STUDY OF DEFORMATION AND FLOW OF MATTER •Material Structure •Material Processing

AF2903 Road Construction and Maintenance

Introduction to Viscoelasticity

Page 32: AF2903 Road Construction and Maintenance - KTH · AF2903 Road Construction and Maintenance Rheology THE STUDY OF DEFORMATION AND FLOW OF MATTER •Material Structure •Material Processing

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

Page 33: AF2903 Road Construction and Maintenance - KTH · AF2903 Road Construction and Maintenance Rheology THE STUDY OF DEFORMATION AND FLOW OF MATTER •Material Structure •Material Processing

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

Page 34: AF2903 Road Construction and Maintenance - KTH · AF2903 Road Construction and Maintenance Rheology THE STUDY OF DEFORMATION AND FLOW OF MATTER •Material Structure •Material Processing

AF2903 Road Construction and Maintenance

Spring and Dashpot Models

Viscous Flow Elastic Deformation

t Applied

Removed

t Removed Applied

Page 35: AF2903 Road Construction and Maintenance - KTH · AF2903 Road Construction and Maintenance Rheology THE STUDY OF DEFORMATION AND FLOW OF MATTER •Material Structure •Material Processing

AF2903 Road Construction and Maintenance

Viscoelasticity

Purely Elastic

Response

Hookean Solid

= Ee or t = G

Spring

Purely Viscous

Response

Newtonian Liquid

=

Dashpot

ViscoElastic

.

Page 36: AF2903 Road Construction and Maintenance - KTH · AF2903 Road Construction and Maintenance Rheology THE STUDY OF DEFORMATION AND FLOW OF MATTER •Material Structure •Material Processing

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

Page 37: AF2903 Road Construction and Maintenance - KTH · AF2903 Road Construction and Maintenance Rheology THE STUDY OF DEFORMATION AND FLOW OF MATTER •Material Structure •Material Processing

AF2903 Road Construction and Maintenance

Introduction to Dynamic

Measurements

Page 38: AF2903 Road Construction and Maintenance - KTH · AF2903 Road Construction and Maintenance Rheology THE STUDY OF DEFORMATION AND FLOW OF MATTER •Material Structure •Material Processing

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

Page 39: AF2903 Road Construction and Maintenance - KTH · AF2903 Road Construction and Maintenance Rheology THE STUDY OF DEFORMATION AND FLOW OF MATTER •Material Structure •Material Processing

AF2903 Road Construction and Maintenance

Oscillation

Shear

Stress

Shear

Strain

100% Elastic

d = 90

100% Viscous

o d = 0 o

Page 40: AF2903 Road Construction and Maintenance - KTH · AF2903 Road Construction and Maintenance Rheology THE STUDY OF DEFORMATION AND FLOW OF MATTER •Material Structure •Material Processing

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

Page 41: AF2903 Road Construction and Maintenance - KTH · AF2903 Road Construction and Maintenance Rheology THE STUDY OF DEFORMATION AND FLOW OF MATTER •Material Structure •Material Processing

AF2903 Road Construction and Maintenance

Modes of Operation

identification of the linear

viscoelastic region (LVR)

“rheological fingerprint”

Process conditions, cure and

physical transitions

Page 42: AF2903 Road Construction and Maintenance - KTH · AF2903 Road Construction and Maintenance Rheology THE STUDY OF DEFORMATION AND FLOW OF MATTER •Material Structure •Material Processing

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

Page 43: AF2903 Road Construction and Maintenance - KTH · AF2903 Road Construction and Maintenance Rheology THE STUDY OF DEFORMATION AND FLOW OF MATTER •Material Structure •Material Processing

AF2903 Road Construction and Maintenance

Dynamic Mechanical Analysis (DMA)

Page 44: AF2903 Road Construction and Maintenance - KTH · AF2903 Road Construction and Maintenance Rheology THE STUDY OF DEFORMATION AND FLOW OF MATTER •Material Structure •Material Processing

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