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132 CHAPTER 5. TORSION<br />

Next consider the case of a material under pure plane shear, i.e. all stress components vanish except for<br />

τ12. The equivalent stress become σeq = √ 3 τ12, and the strength criterion τ12 ≤ σallow/ √ 3. This important<br />

result implies that the allowable shear stress is related to the allowable axial stress as<br />

τallow = σallow<br />

√ . (5.42)<br />

3<br />

This result is found to be in excellent agreement with experimental measurements, providing an experimental<br />

verification of Von Mises strength criterion. The following examples describe various applications of this<br />

criterion.<br />

Pressure vessel<br />

In section 2.6, a pressure vessel subjected to internal pressure was shown develop both hoop stresses σh =<br />

pR/e and axial stresses σa = σh/2. Since all other stress components vanish the equivalent stress become<br />

σeq = [σ 2 h + σ2 a − σhσa] 1/2 . Von Mises criterion now implies<br />

√ 3<br />

2<br />

pR<br />

e ≤ σallow, or p ≤ 2<br />

√ 3<br />

eσallow<br />

R<br />

eσallow<br />

≈ 1.15 . (5.43)<br />

R<br />

It is interesting to note that if the strength criterion was erroneously applied by taking into account the sole<br />

hoop stress (the maximum stress component) the safe service internal pressure would be p ≤ eσallow/R, a<br />

more stringent condition.<br />

Propeller shaft<br />

Consider an aircraft propeller connected to a homogeneous, circular shaft of radius R. The engine applies a<br />

torque M1 to the shaft and the propeller exerts a thrust N1. The corresponding stresses are<br />

respectively. Von Mises criterion then requires<br />

τ = 2M1<br />

N1<br />

, and σ = , (5.44)<br />

πR3 πR2 <br />

( N1<br />

πR2 )2 + 3( 2M1<br />

1/2 )2 ≤ σallow<br />

πR3 (5.45)<br />

for safe service load conditions. It is convenient to rewrite the criterion in a non dimensional form as<br />

<br />

N1<br />

2 <br />

+ 12<br />

M1<br />

2 ≤ 1. (5.46)<br />

πR 2 σallow<br />

πR 3 σallow<br />

Fig. 5.8 shows the geometric interpretation of the criterion: safe loads correspond to combinations inside an<br />

ellipse in the non-dimensional load space, non-dimensional axial force N1/(πR 2 σallow) versus non-dimensional<br />

torque M1/(πR 3 σallow).<br />

Shaft under torsion and bending<br />

Consider a circular shaft subjected to both bending and torsion, as would occur, for instance, in a cantilever<br />

shaft with a tip pulley. Let M3 and M1 be the applied bending moment and torque, respectively. The<br />

corresponding stresses are<br />

σ = 2M3<br />

, and<br />

πR3 respectively. Von Mises criterion then requires<br />

2M1<br />

τ = ,<br />

πR3 (5.47)<br />

<br />

( 2M3<br />

πR2 )2 + 3( 2M1<br />

1/2 )2 ≤ σallow<br />

πR3 (5.48)

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