Chapter 8 : Viscous Incompressible Flows
Lecture 24 :


General Viscosity Law

Newton's viscosity law is

(24.1)

where,

  = Shear Stress,
 n is the coordinate direction normal to the solid-fluid interface,
 μ is the coefficient of viscosity, and
 V is velocity.

The above law is valid for parallel flows.

Considering Stokes' viscosity law: shear stress is proportional to rate of shear strain so that

     (24.2a)

     (24.2b)

     (24.2c)
   has two subscripts---

first subscript : denotes the direction of the normal to the plane on which the stress acts, while the
second subscript : denotes direction of the force which causes the stress.

The expressions of Stokes' law of viscosity for normal stresses are

         (24.3a)

          (24.3b)

          (24.3c)

where is a proportionality factor and it is related to the second coefficient of viscosity μ1 by the relationship .

We have already seen that the thermodyamic pressure is
Now if we add the three equations 24.3(a),(b) and (c) , we obtain,

 

or

(24.4)
  • For incompressible fluids,
    So, is satisfied eventually. This is known as Thermodynamic pressure.
  • For compressible fluids, Stokes' hypothesis is .
  • Invoking this to Eq. (24.4), will finally result in (same as for incompressible fluid).
  • Interesting historical aspects of the Stoke's assumption can be found in Truesdell .
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    † Truesdell , C.A. "Stoke's Principle of Viscosity", Journal of Rational Mechanics and Analysis, Vol.1, pp.228-231,1952.

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  • Generally, fluids obeying the ideal gas equation follow this hypothesis and they are called Stokesian fluids .
  • The second coefficient of viscosity, μ1 has been verified to be negligibly small.
    Substituting μ for in 24.3a, 24.3b, 24.3c we obtain

 

              (24.5a)

             (24.5b)

            (24.5c)

In deriving the above stress-strain rate relationship, it was assumed that a fluid has the following properties

  • Fluid is homogeneous and isotropic, i.e. the relation between components of stress and those of rate of strain is the same in all directions.
  • Stress is a linear function of strain rate.
  • The stress-strain relationship will hold good irrespective of the orientation of the reference coordinate system.

The stress components must reduce to the hydrostatic pressure "p" (typically thermodynamic pressure = hydrostatic pressure ) when all the gradients of velocities are zero.