Torsion of Shafts
The torsion of solid or hollow shafts - Polar Moment of Inertia of Area.
Shear Stress in the Shaft
When a shaft is subjected to a torque or twisting a shearing stress is produced in the shaft. The shear stress varies from zero in the axis to a maximum at the outside surface of the shaft.
The shear stress in a solid circular shaft in a given position can be expressed as:
τ = T r / J (1)
where
τ = shear stress (Pa, lbf/ft2 (psf))
T = twisting moment (Nm, lbf ft)
r = distance from center to stressed surface in the given position (m, ft)
J = Polar Moment of Inertia of Area (m4, ft4)
Note
- the "Polar Moment of Inertia of an Area" is a measure of a shaft's ability to resist torsion. The "Polar Moment of Inertia" is defined with respect to an axis perpendicular to the area considered. It is analogous to the "Area Moment of Inertia" - which characterizes a beam's ability to resist bending - required to predict deflection and stress in a beam.
- 1 ft = 12 in
- 1 ft4 = 20736 in4
- 1 psf (lbf/ft2) = 1/144 psi (lbf/in2)
"Polar Moment of Inertia of an Area" is also called "Polar Moment of Inertia", "Second Moment of Area", "Area Moment of Inertia", "Polar Moment of Area" or "Second Area Moment".
Polar Moment of Inertia vs. Area Moment of Inertia
- "Polar Moment of Inertia" - a measure of a beam's ability to resist torsion - which is required to calculate the twist of a beam subjected to torque
- "Area Moment of Inertia" - a property of shape that is used to predict deflection, bending and stress in beams
Circular Shaft and Maximum Moment or Torque
Maximum moment in a circular shaft can be expressed as:
Tmax = τmax J / R (2)
where
Tmax = maximum twisting torque (Nm, lbf ft)
τmax = maximum shear stress (Pa, lbf/ft2)
R = radius of shaft (m, ft)
Combining (2) and (3) for a solid shaft
Tmax = (π / 16) τmax D3 (2b)
Combining (2) and (3b) for a hollow shaft
Tmax = (π / 16) τmax (D4 - d4) / D (2c)
Circular Shaft and Polar Moment of Inertia
Polar Moment of Inertia of a circular solid shaft can be expressed as
J = π R4 / 2
= π (D / 2)4 / 2
= π D4 / 32 (3)
where
D = shaft outside diameter (m, in)
Polar Moment of Inertia of a circular hollow shaft can be expressed as
J = π (D4 - d4) / 32 (3b)
where
d = shaft inside diameter (m, ft)
Diameter of a Solid Shaft
Diameter of a solid shaft can calculated by the formula
D = 1.72 (Tmax / τmax)1/3 (4)
Torsional Deflection of Shaft
The angular deflection of a torsion shaft can be expressed as
α = L T / (J G) (5)
where
α = angular shaft deflection (radians)
L = length of shaft (m, ft)
G = Shear Modulus of Rigidity - or Modulus of Rigidity (Pa, psf)
The angular deflection of a torsion solid shaft can be expressed as
α = 32 L T / (G π D4) (5a)
The angular deflection of a torsion hollow shaft can be expressed as
α = 32 L T / (G π (D4- d4)) (5b)
The angle in degrees can be achieved by multiplying the angle θ in radians with 180 / π.
Solid shaft (π replaced)
αdegrees ≈ 584 L T / (G D4) (6a)
Hollow shaft (π replaced)
αdegrees ≈ 584 L T / (G (D4- d4) (6b)
Torsion Resisting Moments from Shafts of Various Cross Sections
| Shaft Cross Section Area | Maximum Torsional Resisting Moment - Tmax - (Nm, lbf ft) | Nomenclature | |
|---|---|---|---|
| Solid Cylinder Shaft |
(π / 16) τmax (2 r)3 = (π / 16) τmax D3 |
||
| Hollow Cylinder Shaft |
(π / 16) τmax ((2 R)4 - (2 r)4) / (2 R) = (π / 16) τmax (D4 - d4) / D |
||
| Ellipse Shaft | (π / 16) τmax b2 h | h = "height" of shaft b = "width" of shaft h > b |
|
| Rectangle Shaft | (2 / 9) τmax b2 h | h > b | |
| Square Shaft | (2 / 9) τmax H3 | ||
| Triangle Shaft | (1 / 20) τmax b3 | b = length of triangle side | |
| Hexagon Shaft |
0.123 τmax D3 0.189 τmax b3 |
||
Example - Shear Stress and Angular Deflection in a Solid Cylinder
A moment of 1000 Nm is acting on a solid cylinder shaft with diameter 50 mm (0.05 m) and length 1 m. The shaft is made in steel with modulus of rigidity 79 GPa (79 109 Pa).
Maximum shear stress can be calculated as
τmax = T r / J
= T (D / 2) / (π D4 / 32)
= (1000 Nm) ((0.05 m) / 2) / (π (0.05 m)4 / 32)
= 40764331 Pa
= 40.8 MPa
The angular deflection of the shaft can be calculated as
θ = L T / (J G)
= L T / ((π D4 / 32) G)
= (1 m) (1000 Nm) / ((π (0.05 m)4 / 32) (79 109 Pa))
= 0.021 (radians)
= 1.2 o
Example - Shear Stress and Angular Deflection in a Hollow Cylinder
A moment of 1000 Nm is acting on a hollow cylinder shaft with outer diameter 50 mm (0.05 m), inner diameter 30 mm (0.03 m) and length 1 m. The shaft is made in steel with modulus of rigidity 79 GPa (79 109 Pa).
Maximum shear stress can be calculated as
τmax = T r / J
= T (D / 2) / (π (D4 - d4) / 32)
= (1000 Nm) ((0.05 m) / 2) / (π ((0.05 m)4 - (0.03 m)4) / 32)
= 46.8 MPa
The angular deflection of the shaft can be calculated as
θ = L T / (J G)
= L T / ((π D4 / 32) G)
= (1 m) (1000 Nm) / ((π ((0.05 m)4 - (0.03 m)4) / 32) (79 109 Pa))
= 0.023 radian)
= 1.4 o
Example - Required Shaft Diameter to Transmit Power
A 15 kW electric motor shall be used to transmit power through a connected solid shaft. The motor and the shaft rotates with 2000 rpm. The maximum allowable shear stress - τmax - in the shaft is 100 MPa.
The connection between power and torque can be expressed
P = 0.105 nrpm T (7)
where
P = power (W)
nrpm = speed of shaft (rpm)
Re-arranged and with values - the torque can be calculated
T = (15 103 W) / (0.105 (2000 rpm))
= 71 Nm
Minimum diameter of the shaft can be calculated with eq. 4
D = 1.72 ((71 Nm) / (100 106 Pa))1/3
= 0.0153 m
= 15.3 mm