Let
be the rate-of-strain tensor and let . The invariant magnitude convention that reproduces the ordinary scalar rate in simple shear flow is
The tensor contraction makes this definition independent of a rigid rotation of coordinates.
A generalized Newtonian fluid responds instantaneously with stress determined only by the current scalar shear rate. It therefore cannot represent viscoelasticity, including stress relaxation, elastic recoil, memory, and rate-dependent normal stresses. It also cannot represent thixotropy, in which microstructure and viscosity evolve with the duration and history of shearing. Other omitted effects include hysteresis and genuine finite-time yielding.
Put , with flow in the positive direction, so . Balancing pressure forces and wall shear on a cylindrical fluid volume of radius and length gives
Thus the wall stress is fixed before any constitutive equation is specified.
For fully developed pipe flow, the axial Cauchy equation reduces to
Regularity at the axis removes the integration constant, so
Its magnitude rises linearly from zero at the axis to at the wall.
The axial velocity decreases toward the wall, so . For a power-law fluid, the stress magnitude is
Hence
Integrating inward from the no-slip boundary condition gives
For this reduces to the parabolic Hagen--Poiseuille profile.
The volumetric flow rate is . Integration by parts, using finite and , gives
Because the stress magnitude is , change variables from to :
Therefore the required power is . The fundamental theorem of calculus gives the pipe form of the Weissenberg–Rabinowitsch equation:
Finally , so
A measured pressure-drop--flow-rate curve therefore recovers the wall viscosity without assuming a constitutive form.

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