Deriving normal and shear stresses

AI Thread Summary
Shear stress in a fluid is defined by the equation τxy = μ(∂yu + ∂xv), which assumes constant shear stress across a small fluid element. The average shear stress is derived as τxy = μ(∂yu + ∂xv), equating τxy and τyx. For normal stresses, the discussion presents τxx as τxx = μ(∂xu), but the textbook states it as τxx = 2μ(∂xu). The discrepancy arises from the application of the normal stress formula, suggesting a need to clarify the derivation process. Understanding these differences is crucial for accurate fluid mechanics analysis.
Niles
Messages
1,834
Reaction score
0
Hi

When we talk about shear stresses in a fluid, we find that the shear stress is given by
<br /> \tau_{xy} = \mu(\partial_y u + \partial_x v) = \tau_{yx}<br />
This relation we get when only looking at one side of our fluid-"cube". Now, in order to take into account the opposite side we assume that the fluid element is so small that the shear stress is constant, leading to the average
<br /> \tau_{xy} = \frac{1}{2}2\mu(\partial_y u + \partial_x v) = \mu(\partial_y u + \partial_x v) = \tau_{yx}<br />
Applying the same logic to the normal stresses gives me
<br /> \tau_{xx} = \frac{1}{2}\mu(\partial_x u + \partial_x u) = \mu(\partial_x u)<br />
However, in my textbook (White) it is given as
<br /> \tau_{xx} = 2\mu(\partial_x u)<br />
Where does this extra factor of 2 come from in the normal stress?
 
Physics news on Phys.org
You used the wrong formula for the normal stress.
 
I think it's easist first to watch a short vidio clip I find these videos very relaxing to watch .. I got to thinking is this being done in the most efficient way? The sand has to be suspended in the water to move it to the outlet ... The faster the water , the more turbulance and the sand stays suspended, so it seems to me the rule of thumb is the hose be aimed towards the outlet at all times .. Many times the workers hit the sand directly which will greatly reduce the water...
Back
Top