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Timothy A. Philpot - Mechanics of materials _ an integrated learning system-John Wiley (2017)

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the longitudinal axis of the shaft. The resultant shear force dF acting on the small element is

given by the product of the shear stress τ ρ and the area dA. The force dF produces a moment

dM = ρ dF = ρ(τ ρ dA) about the shaft centerline O. The resultant moment produced by the

shear stress about the shaft centerline is found by integrating dM over the cross-sectional

area:

dM

= ∫ ρτ ρ A

If Equation (6.4) is substituted into this equation, the result is

∫dM

= ∫ ρdA

= ∫

A

ρ τ

c

dA

τ

c

max max 2

A

ρ dA

Since τ max and c do not vary with dA, these terms can be moved outside of the integral.

Furthermore, the sum of all elemental moments dM must equal the torque T to satisfy equilibrium;

therefore,

τ max 2

T = ∫ dM = dA

c

∫ ρ

(a)

A

139

TORSIONAL SHEAR STRESS

dF = τ ρ dA

O

dA

FIGURE 6.7 Calculating the

resultant moment produced by

torsion shear stress.

ρ

T

The integral in Equation (a) is called the polar moment of inertia, J:

J

= ∫A

ρ2

Substituting Equation (b) into Equation (a) gives a relationship between the torque T and the

maximum shear stress τ max :

T

τ max

dA

(b)

= J

(c)

c

Alternatively, solving equation (c) for the maximum shear stress gives

Tc

τ max = (6.5)

J

If Equation (6.4) is substituted into Equation (6.5), a more general relationship can be obtained

for the shear stress τ ρ at any radial distance ρ from the shaft centerline:

τ ρ =

(6.6)

J

Equation (6.6), for which Equation (6.5) is a special case, is known as the elastic torsion

formula. In general, the internal torque T in a shaft or shaft segment is obtained from a

free-body diagram and an equilibrium equation. Note: Equations (6.5) and (6.6) apply only

to linearly elastic action in homogeneous and isotropic materials.

polar moment of Inertia, J

The polar moment of inertia for a solid circular shaft is given by

π

4

π

4

J = r = d

(6.7)

2 32

where r is the radius of the shaft and d is the diameter. For a hollow circular shaft, the polar

moment of inertia is given by

π

J R r D d

2 [ 4 4 ] π

32 [ 4 4

= − = − ]

(6.8)

where R is the outside radius, r is the inside radius, D is the outside diameter, and d is the

inside diameter, of the shaft.

mecmovies 6.2 presents an

animated derivation of the elastic

torsion formula.

The polar moment of inertia is

also known as the polar second

moment of area.

Typically, J has units of in. 4

in the U.S. Customary System

and mm 4 in SI.

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