Shear Stress
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Transcript of Shear Stress
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Shear Stress
Newton’s Law of Viscosity(Laminar Flow)
• Solids –Modulus of elasticity– Resistance of deformation
• Liquids – Similar concept to solids– Newton’s Law of Viscosity
Strain ShearStress Shear
Modulus Shear =
µ== Strain Shear of Rate
Stress Shear Viscosity
Viscosity
• Resistance to RATE of deformation• Large viscosity (µ) – more resistance to
deformation– Deformation related to flow
• µ function of T,P, and composition• Independent of rate of shear strain
– Newtonian Fluid Only!
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Rate of Shear Strain
• Consider an element of fluid “cube”• Rate of shear strain
– Geometrical change of fluid element as a function of time
dtd- Strain Shear of Rate δ
=
Deformation of Fluid Element
∆x
∆y
Element attime t
Element attime t+∆t
(V|y+∆y- V|y )∆t
δt δt+Dt
y
V,x
Quantifying Deformation
t2
- yt
yvy yvarctan - 2
limit -
t
tt t limit - dtd
-
-
0 t y, x,
0 t y, x,
∆⎭⎬⎫
⎩⎨⎧
⎥⎦
⎤⎢⎣
⎡∆∆
⎟⎠⎞⎜
⎝⎛
∆+=
=∆∆+==−
ππ
δδδ
→∆∆∆
→∆∆∆
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Quantifying Deformation
• In the limit, the rate of deformation is
dydv
dtd
=−δ
• Newton’s Law of Viscosity
dydv µ=τ
• Above is development for 1-D flow
1D Slot Flow• Law only valid for fluids that have a linear
relation between yield stress and rate of strain
h
Velocity and shear stress profile
( )2x y-hy A V =
( )2y -h A µτ =
y
x
dydV xµ=τ
Non-Newtonian Fluids
• Newton’s law of viscosity does not predict the shear stress in all fluids. Only fluids where the relationship between the shear stress and the rate of shearing strain are linear.
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*Non Slip condition
• Fluid layer adjacent to a boundary wall has the same velocity as the boundary.
• Stationary boundary V = 0• Moving boundary V = Vboundary
• Result due to experimental observation.• Fails when fluid is treated as a particle not a
continuum
Shear Stress in Multidimensional Laminar flows of Newtonian Fluids
• Previous analysis is valid only for 1D parallel flow laminar flows
• General definition still valid
µ StrainShear of Rate
StressShear Viscosity ==
• Examine shear stress for 3D body.• Shear Stress in 3D is a tensor quantity• f (magnitude, direction, and orientation)
Multi-Dimensional Shear Stress
• Shear stress is represented as a tensor: τij• 1st Subscript = direction of axis to which plane of
action of shear is normal• 2nd Subscript = direction of action of shear stress• Example
– Consider the shear stress: τxy• acts on plane normal to the x axis (in the yz plane)• acts in the y direction
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τyx
τxy
τyx
τxy
y
x
τzy
τ yz
τzy
τ yz
z
y
τxz
τzx
τxz
τzx
x
z
Shear Stress Figures
Stokes’ Viscosity Relations
• Shear Stress (Laminar Flow)
⎟⎟⎠
⎞⎜⎜⎝
⎛
∂
∂+
∂∂
=i
j
j
i
x v
x v µτ ij
• Normal Stress
P - 32
x v2
i
i⎟⎟⎠
⎞⎜⎜⎝
⎛•−= ∂
∂ v∇µσ ii
Navier Stokes
• Utilizes Stokes’ relations of viscosity• Conservation of momentum• Incompressible flow (liquids)
v Pg vv tv 2 ∇∇−ρ∇∂∂ρ µ+=⎟
⎠⎞
⎜⎝⎛ ⋅+