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ll bb l Russell C. Hibbeler Ch T i Chapter 5: T orsion

Chapter 5 Torsion

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Page 1: Chapter 5 Torsion

ll bb lRussell C. Hibbeler

Ch    T i  Chapter 5: Torsion 

Page 2: Chapter 5 Torsion

• The effects of applying a torsional loading to a long

Objectives

• The effects of applying a torsional loading to a long straight member such as shaft or tube.

• To determine both stress distribution within the member and the angle of twist when the material behaves in a linear elastic manner and also when it isbehaves in a linear-elastic manner and also when it is inelastic.

Page 3: Chapter 5 Torsion

Due to axial distribution of shearstress shafts made from woodstress, shafts made from woodtend to split along the axial planewhen subjected to excessivetorque

This tubular drive shaft for a truck wassubjected to an overload resulting in failurecaused by yielding of the material.

Page 4: Chapter 5 Torsion

Torsional Loads on Circular ShaftsTorsional Loads on Circular Shafts• Stresses and strains of circular

shafts subjected to twisting couplesor torques*

T bi t t T th

• Shaft transmits the torque to the

• Turbine exerts torque T on theshaft

• Shaft transmits the torque to thegenerator

• Generator creates an equal andopposite torque T’

© 2008 Pearson Education South Asia Pte Ltd© 2008 Pearson Education South Asia Pte Ltd

Chapter 5: TorsionChapter 5: TorsionMechanics of Material 7Mechanics of Material 7thth EditionEdition* Momen that tends to twist a member about its longitudinal axis. Its effect is of primary concern in the design of axles or drive shafts used in vehicle and machinery.

Page 5: Chapter 5 Torsion

ExampleExample

Page 6: Chapter 5 Torsion

Net Torque Due to Internal Stressesq• Net of the internal shearing stresses is an internaltorque, equal and opposite to the applied torque,

dArdFrT

• Although the net torque due to the shearing• Although the net torque due to the shearingstresses is known, the distribution of the stresses isnot

• Distribution of shearing stresses is staticallyindeterminate – must consider shaft deformations

• Unlike the normal stress due to axial loads, thedistribution of shearing stresses due to torsionalloads can not be assumed uniform.

© 2008 Pearson Education South Asia Pte Ltd© 2008 Pearson Education South Asia Pte Ltd

Chapter 5: TorsionChapter 5: TorsionMechanics of Material 7Mechanics of Material 7thth EditionEdition

Page 7: Chapter 5 Torsion

Shaft Deformations• From observation, the angle of twist of theshaft is proportional to the applied torque andto the shaft length.

LT

L• When subjected to torsion, every cross‐sectionof a circular shaft remains plane andpundistorted.

• Cross‐sections for hollow and solid circularshafts remain plain and undistorted because a

• Cross‐sections of noncircular (non‐i t i ) h ft di t t d h

pcircular shaft is axisymmetric.

© 2008 Pearson Education South Asia Pte Ltd© 2008 Pearson Education South Asia Pte Ltd

Chapter 5: TorsionChapter 5: TorsionMechanics of Material 7Mechanics of Material 7thth EditionEdition

axisymmetric) shafts are distorted whensubjected to torsion.

Page 8: Chapter 5 Torsion

Shearing Strain• Consider an interior section of the shaft. Asa torsional load is applied, an element on theinterior cylinder deforms into a rhombusinterior cylinder deforms into a rhombus.

• Since the ends of the element remain planar,the shear strain is equal to angle of twist

• It follows that

the shear strain is equal to angle of twist.

LrrL or

• Shear strain is proportional to angle of twistand radius

rc

© 2008 Pearson Education South Asia Pte Ltd© 2008 Pearson Education South Asia Pte Ltd

Chapter 5: TorsionChapter 5: TorsionMechanics of Material 7Mechanics of Material 7thth EditionEdition

maxmax and cr

Lc

Page 9: Chapter 5 Torsion

Stresses in Elastic RangeM l i l i h i i b h h• Multiplying the previous equation by the shearmodulus,

max GcrG

44 dcJ maxcr

From Hooke’s Law, G , so shear stress

• Recall that the sum of the moments from the

322J The shearing stress varies linearly with the radial

position in the section.

• Recall that the sum of the moments from theinternal stress distribution is equal to the torqueon the shaft at the section,

Jc

dArc

dArT max2max

4444 dd

• The results are known as the elastic torsionformulas,

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Chapter 5: TorsionChapter 5: TorsionMechanics of Material 7Mechanics of Material 7thth EditionEdition

322

41

42

41

42 ddccJ

and max JTr

JTc

Page 10: Chapter 5 Torsion

TrTc and max JTr

JTc

Where

τmax = the maximum shear stress in the shaft, which occurs at the

outer surface

T = the resultant internal torque acting at the cross section. 

Its  value is determine from the method of sections and 

the equation of moment equilibrium applied about the 

h ft’ l it di l ishaft’s longitudinal axis.

J = the polar moment of inertia of the cross‐sectional area

c = the outer radius of the shaftc = the outer radius of the shaft.

Page 11: Chapter 5 Torsion

Angle of Twist in Elastic Rangef• Recall that the angle of twist and maximum

shearing strain are related,

c L

max

• In the elastic range, the shearing strain and shearare related by Hooke’s Law,

TJGTc

G max

max

• Equating the expressions for shearing strain andl i f th l f t i tsolving for the angle of twist,

JGTL

If th t i l l di h ft ti• If the torsional loading or shaft cross‐sectionchanges along the length, the angle of rotation isfound as the sum of segment rotations

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Chapter 5: TorsionChapter 5: TorsionMechanics of Material 7Mechanics of Material 7thth EditionEdition

i ii

ii

GJLT

Page 12: Chapter 5 Torsion

Sign Con entionSign Convention• Sign convention for thei t l t d thinternal torque and theangle of twist of one endof the shaft with respect tothe other endthe other end.

• Use right hand rule: bothtorque and angle will be

iti id d thpositive, provided thethumb is directed outwardfrom the shaft when thefingers curl to give thefingers curl to give thetendency for rotation.

Page 13: Chapter 5 Torsion

Example

TAB = +80N.m, TBC = -70N.m, TCD = -10 N.m

φA/D = (+80) LAB + (-70) LBC + (-10) LCDJG JGJG

Page 14: Chapter 5 Torsion

Example 1Determine the maximum shearing stress caused by a torque of magnitude T = 800 N.m.

Example 1

torque of magnitude  T   800 N.m.

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Chapter 5: TorsionChapter 5: TorsionMechanics of Material 7Mechanics of Material 7thth EditionEdition

Page 15: Chapter 5 Torsion

Example 2Knowing that the internal diameter of the hollow shaft shownis d = 23 mm, determine the maximum shearing stress caused

Example 2

is d 23 mm, determine the maximum shearing stress causedby a torque of magnitude T = 1.0 kN.m.

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Chapter 5: TorsionChapter 5: TorsionMechanics of Material 7Mechanics of Material 7thth EditionEdition

Page 16: Chapter 5 Torsion

Example 3 The shaft is supported by two bearings and is subjected to three torques. Determine the shear stress developed at points A and B, located at section a–a of the shaft.

A C =75 mm

B

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Chapter 5: TorsionChapter 5: TorsionMechanics of Material 7Mechanics of Material 7thth EditionEdition

r =15 mm

Page 17: Chapter 5 Torsion

Example 4Under normal operating conditions, the electric motor exerts a torque of2.4 kN.m at A. Knowing that each shaft is solid, determine the maximum

Example 4

shearing stress (a) in shaft AB, (b) in shaft BC, (c) in shaft CD.

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Chapter 5: TorsionChapter 5: TorsionMechanics of Material 7Mechanics of Material 7thth EditionEdition

Page 18: Chapter 5 Torsion

E l 5The allowable stress is 104 MPa in the 38 mm diameter rod AB and 55 MPain the 46 mm diameter rod BC Neglecting the effect of stress

Example 5

in the 46 mm diameter rod BC. Neglecting the effect of stressconcentrations, determine the largest torque that may be applied at A.

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Chapter 5: TorsionChapter 5: TorsionMechanics of Material 7Mechanics of Material 7thth EditionEdition

Page 19: Chapter 5 Torsion

Power TransmissionPower Transmission Power is defined as the work performed per unit of

timetime. For a rotating shaft with a torque, the power is

Since the power equation is

dtdTP / locity,angular veshaft where

f2rad2cycle1 Since , the power equation is

For shaft design the design or geometric parameter

f2rad2cycle 1

fTP 2

For shaft design, the design or geometric parameter is

ll

TcJ

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Chapter 5: TorsionChapter 5: TorsionMechanics of Material 7Mechanics of Material 7thth EditionEdition

allowc

Page 20: Chapter 5 Torsion

Example 6A solid steel shaft AB as shown in the figure is to be used to transmit 3750W from the motor M to which it is attached. If the shaft rotates at N = 175

d h l h ll bl h f 100 MP

Example 6

rpm and the steel has an allowable shear stress of tallow = 100 MPa,determine the required diameter of the shaft to the nearest mm.

© 2008 Pearson Education South Asia Pte Ltd© 2008 Pearson Education South Asia Pte Ltd

Chapter 5: TorsionChapter 5: TorsionMechanics of Material 7Mechanics of Material 7thth EditionEdition

Page 21: Chapter 5 Torsion

Example 7Example 7The motor delivers 30 kW to the shaft while it rotates at 20 Hz. The shaft issupported on smooth bearings at A and B, which allow free rotation of theshaft. The gear C and D fixed to the shaft removed 18 kW and 12 kWrespectively. Determine the diameter of the shaft to the nearest mm if theallowable shear stress is τallow = 56 MPa and the allowable angle of twist of C

D i 0 20o G 76 GPrespect to D is 0.20o. G = 76 GPa.