How is the force in the Y direction developed in a simple laminar flow?

AI Thread Summary
In the discussion on how force in the Y direction develops in simple laminar flow, the concept of viscosity is clarified, emphasizing that it arises from molecular interactions rather than naive definitions. The stress tensor's symmetry is confirmed, asserting that it holds true regardless of fluid rotation, as each fluid particle is in rotational dynamic equilibrium. A key point of contention is whether a normal force in the Y direction (Fy) can exist without causing shear, with some participants arguing that Fy must equal zero due to the absence of vertical velocity. The discussion highlights confusion around the relationship between shear stress (Sxy) and normal stress (Syx), particularly in the context of laminar flow. Ultimately, the conversation reveals a need for deeper understanding of fluid mechanics principles and their implications in laminar flow scenarios.
TFH
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RE: non-compressible, laminar flow, Newtonain fluid.

Viscosity is often defined by looking at a fluid between two plates with the upper plate moving at a small velocity relative to the lower plate. The plate moves in the x direction and a velocity gradiant is created. Viscosity is then defined as:

Fx/Axz= Sxy = mu dVx/dy.

Fx = force between adjaycent fluid layers in the x direction.
Axz = area between the fluid layers
Sxy = stress in the direction of the force (x) where y is the direction of the normal to the area.
mu = viscosity
dVx/dy = Velocity gradient in the y direction.

This is the standard way texts define viscosity (unless I've messed it up!).

Next this idea is generalized to multiple dimensions and the stress tensor is defined. This is where I need help. It is argued that for non rotating fluids that the stress tensor must be symmetric. In particular Sxy = Syx. I see this in one sense. Usually this idea is arrived at by noting that a small element would develop an infinite torque or moment if it was not symmetric...okay good. BUT:

Finally my problem: In the simple example, how does a force in the Y direction develop. How does a normal force to the direction of fluid flow, Fy, exist. By definition of a fluid, if Fy exists, the fluid must shear...Any help or reference would be most appreciated.
 
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TFH said:
This is the standard way texts define viscosity (unless I've messed it up!).

That is not the definition of viscosity. And if it is, it is a naive one. Viscosity comes from the molecular level analysis in liquids, and from rotational and vibrational non equilibrium in gases.

Next this idea is generalized to multiple dimensions and the stress tensor is defined. This is where I need help. It is argued that for non rotating fluids that the stress tensor must be symmetric.

The stress tensor is symmetric always, despites it is rotating or not. The symmetry of the stress tensor lies on the fact that each fluid particle is in rotational dynamic equilibrium .

Finally my problem: In the simple example, how does a force in the Y direction develop. How does a normal force to the direction of fluid flow, Fy, exist. By definition of a fluid, if Fy exists, the fluid must shear...Any help or reference would be most appreciated.

I don't see your point. In your problem Fy=0, because there is no vertical velocity. You don't have any normal stress normal to the xz plane.
 
Clausius2 thanks very much for your reply.


Clausius2 said:
That is not the definition of viscosity. And if it is, it is a naive one. Viscosity comes from the molecular level analysis in liquids, and from rotational and vibrational non equilibrium in gases.

Okay. I just used something basic provided by Bird, Stewart, and LIghtfoot Transport Phenomena and Lectures on Physics by Fynman et. al.


The stress tensor is symmetric always, despites it is rotating or not. The symmetry of the stress tensor lies on the fact that each fluid particle is in rotational dynamic equilibrium .

Okay.



I don't see your point. In your problem Fy=0, because there is no vertical velocity. You don't have any normal stress normal to the xz plane.

My difficutly arises exactly because I too think Fy = 0. However if it does, then I don't see how Sxy = Syx because Syx = 0. And
Sxy = mu dVx/dy.
 
I don't understand what you mean. Here Sxy is NOT zero.
 
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