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torque
moment that tends to twist a member abouts its longitudinal axis.
if the angle of twist is small...
the length of the shaft and its radius will remain unchanged.
shear strain
γ = (π/2) - θ'
γ = (ρ/c)*(γmax)
ρ= radial distance from axis of the shaft
c= radius
*shear strain at points on the cross section increases linearly with ρ
if the material is linear-elastic...
then Hooke's Law applies, τ=Gγ . And consequently a linear variation in shear strain leads to a corresponding linear variation in shear stress along any radial line on the cross section. τ = 0 at longitudinal axis to a max value at its outer surface. Due to proportionality of triangles: τ = (ρ/c)*(τmax).
polar moment of intertia
(J) of the cross sectional area
solid circular shaft: J = π/2r^4
hollow, tubular shaft: J = π/2(Ro^4-Ri^4)
maximum shear stress (torsion formula)
τmax = Tc/J
τmax= max shear stress in the shaft, which occurs at the outer surface.
T=resultant internal torque acting at the cross section. It's value is determined from the method of sections and the equation of moment equilibrium applied about the shaft's longitudinal axis
J= polar moment of inertia of the cross sectional area
c= outer radius of the shaft
shear stress (torsion formula)
shear stress at the intermediate distance of ρ:
τ=Tρ/J
complementary property of shear stress
equal shear stresses must also act on four of its adjacent faces of an isolated element. Not only does the internal torque T develop a linear distribution of shear stress along each radial line in the lane of the cross-sectional area, but also an associated shear-stress distribution is developed along an axial plane.
Power
(P) is defined as the work performed per unit of time
P = T*ω
P = 2πfT
SI system: Watts (W)
FSP system: horsepower (hp)
Watt
1 W = 1 N*m/s
Horsepower
1 hp = 550 ft*lb/s
frequency
measure of the number of revolutions or cycles the shaft makes per second, unit is hertz (Hz)
1 Hz = 1 cycle/s , 1 cycle = 2π rad > ω =2πf
torque developed in a shaft
T = P/2πf
shaft design
J/c=T/τallow
angle of twist
phi (Φ) = TL/JG
Φ= angle of twist of one end of the shaft with respect to the other end, measured in radians
T= the internal torque at the arbitrary position x, found from the method of sections and the equation of moment equilibrium applied about the shaft's axis
J= the shaft's polar moment of inertia
G= the shear modulus of elasticity for the material
shear modulus of elasticity
Usually can be found in the back of the textbook, but can also find using this formula: G = TL/JΦ
multiple torques
if subjected to several different torques or the cross-sectional area or shear modulus changes abruptly from one region of the shaft to the next, find the angle of twist for each segment of the shaft and sum them.
Φ=∑TL/JG
sign convention
we will use the right-hand rule: both the torque and angle will be positive provided the thumb is directed outward from the shaft when the fingers curl to give the tendency for rotation