One book defines the shear stress τ of a (Newtonian) fluid as
τ=η∂v∂r
where η is the viscosity. There is not much context, so I've made some guesses. Are my following assumptions correct?
- v is the velocity of the flow line, parallel to the wall.
- r is the distance of the flow line from the wall.
- the flow must be laminar for the above to hold. (Otherwise, what would v mean?)
- the "wall" must be a tube for the above to hold. (Otherwise, what would r mean?)
Answer
Your assumptions are correct (but r is often defined as the distance from the pipe centerline). However, this is a very specific case: laminar pipe flow.
In general, the stress will be a tensiorial quantity, defined as
τij=η∂ui∂xj
which is true for turbulent flow, in arbitrary geometries. Where i,j are in the range 1,2,3 for the x,y,z components.
For your case, you only have velocities in the streamwise direction, and variations in the radial direction, which makes all other components zero.
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