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Rheology Fundamentals Lecture Notes 2

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Rheology Fundamentals

Lecture Notes 2

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Continuum Approach

• What is a continuum?

• What is continuum approach?

• Eulerian method of description• Lagrangian method of description

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Stress

• Stress=force/unit area

• Tensile

• Compressive• Shear 

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Stress

•Body and surface forces

• Simple and isolated stresses

• Tensile

• Compression• Shear 

• Stress vector 

Shear and normal components

Fluid element 

The stress vector at thepoint on the surface isgiven by

0

limS 

  f  

 

 f 

 y

 x

 z

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Stress Tensor 

• Stress tensor Numbers of unknowns

Sign convention

•Stress in static fluidsHydrostatic pressure

• Stress in dynamic fluidsPressure and viscous stresses

• Invariant of stress tensor 

• Principal stresses

ˆ (3.58) f dSn

Total stress tensor 

(3.83) pI   

Extra stress tensor or 

Viscous stress tensor or 

Dissipative stress tensor 

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Viscous Stress Tensor for a

Newtonian Incompressible Fluid

( ) jiij

 j i

vv

 x x  

Viscosity

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Deformation

When you apply an external force to abody, you either cause a rigid bodymovement and/or you cause a change in

shape. In rheology, we are interested inthe description of the change in shape.

Change in shape is the change of distances between points within acontinuum and is a geometrical concept.

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Strain

• Strain is the absolute amount of distortion

which occurs, expressed as a fraction of 

an original dimension of the unstressed

sample. Strain is dimensionless.

• Tensile strain

• Compressive strain

• Shear strain

• Rate of strain

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Relation Between Force and

Deformation

• Relation for ideal solids

• Relation for ideal fluids

• Relation for viscoelastic materials

• Constitutive equations or rheological

equations of state

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Important Deformations in

Rheology

• Shear 

•Elongation

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Ideal Liquids

Newton’s Law The resistance of which arises from

the lack of slipperiness originating

In a fluid, other things being equal, is

proportional to the velocity by which

the parts o f the fluid are being separated

from each other. Isaac N. Newton (1687)From Rheology Principles, Measurements, and Applications

By C. W. Macosko, 1994, VCH Publishers, page 65

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Visco-elastic Behavior 

• Elasticoviscous fluids

• Viscoelastic solids

• Creep• Relaxation

• Material modelsLudwig Boltzmann 

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Voigt (Kelvin-Voigt) Model forViscoelastic Behavior

SpringElastic Modulus

Force)  

(Position)

DashpotViscosity

Force (Speed)

Woldemar Voigt(1850-1919)

Lord Kelvin(1824-1907)

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Maxwell Model for 

Viscoelastic Behavior 

James Clerk Maxwell1831-1879

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Non-Newtonian Behavior 

• Bingham body

• Yield stress

• Psudoplastic behavior 

• Dilatancy• St. Venant body

•  Apparent viscosity

• The power law or Ostwald model (Ostwald de Walle)

• Time-dependent behavior • Thixotropic

• Rheotropic or anti-thixotropic

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References

• Chapter 1 of your text book

• Rheology Study of Flow by George Smoluk, SPEJournal, Vol 27, 1971.

• Chapter 5 of Introduction to Fluid Mechanics by Fox,McDonald, and Pritchard, 6th edition, Wiley

• Rheology Study of Flow, G.R. Smoluk, SPE Journal, Vol.

27, December 1971, pages 19-30

• http://www.rheologyschool.com/rheology_glossary.html