chapter 5 – torsion. torsional failures (ductile, buckling, buckling):

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Chapter 5 – Torsion

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Page 1: Chapter 5 – Torsion. Torsional failures (ductile, buckling, buckling):

Chapter 5 – Torsion

Page 2: Chapter 5 – Torsion. Torsional failures (ductile, buckling, buckling):

Torsional failures (ductile, buckling, buckling):

Page 3: Chapter 5 – Torsion. Torsional failures (ductile, buckling, buckling):

1 3/8” Isolator ( Assembly)

Drill Bit Isolator (QC-19835, 1 /38” or QC-20036, 1”)

Torsion Load=300 lb-ftDrill Rod

Chuck Isolator (QC-19836, 1 3/8”)

Drill Bit

Torsional induced shear stresses throughout – where is it maximum?

Other loadings to consider? (welcome to my nightmare)

Page 4: Chapter 5 – Torsion. Torsional failures (ductile, buckling, buckling):

Ch 5 - Torsion

Recall: External loads (T) produce internal loads which produce deformation, strain and stress.

Page 5: Chapter 5 – Torsion. Torsional failures (ductile, buckling, buckling):

Before Torque

After Torque

Page 6: Chapter 5 – Torsion. Torsional failures (ductile, buckling, buckling):

(x) = angle of twist (varies linearly along the length, 0 at x = 0, max at x = L)

5.1 Torsional Deformation of a Circular Shaft

Page 7: Chapter 5 – Torsion. Torsional failures (ductile, buckling, buckling):

Recall = shear strain (rad)

dx

d

x

Notice, shear strain, varies linearly with radial distance, and is max on the outer surface!!

Page 8: Chapter 5 – Torsion. Torsional failures (ductile, buckling, buckling):

Notice, shear strain, varies linearly with radial distance, and is max on the outer surface!!

max

c

Distance from center to outer fiver (i.e. outer radius)

Distance from center to point of interest

Page 9: Chapter 5 – Torsion. Torsional failures (ductile, buckling, buckling):

What have we learned so far?

= angle of twist varies from zero at fixed support to max at end.

= shear strain varies from zero at center to max at outer fiber.

Page 10: Chapter 5 – Torsion. Torsional failures (ductile, buckling, buckling):

What about stress???

• Deformation = strain

• Strain = stress

• If you can visualize deformation, you can visualize stress

• The stress is a shear stress!!

Page 11: Chapter 5 – Torsion. Torsional failures (ductile, buckling, buckling):

5.2 The Torsion Formula

If linear elastic, Hooke’s law applies, t = Gy

Therefore, stress follows same profile as strain!!

max

c

Page 12: Chapter 5 – Torsion. Torsional failures (ductile, buckling, buckling):

Derivation – simple Torque balance. The torque produced by the stress distribution over the entire cross section must be equal to the resultant internal torque, or:

EMCH13

dAc

dATA

A max

dAc

TA 2max

This is simply polar moment of inertia, J (an area property)

Page 13: Chapter 5 – Torsion. Torsional failures (ductile, buckling, buckling):

The torsion formula (see derivation):

J

Tcmax

Torque (N-m, N-mm or lb-in, lb-ft, etc)

Outer radius of shaft (m or in)

Polar moment of inertia (m4 or in4)Max shear stress

in shaft (MPa, psi/ksi, etc.)

J

T or

Page 14: Chapter 5 – Torsion. Torsional failures (ductile, buckling, buckling):

J = polar moment of inertia

• Solid shaft:

44

2 io ccJ

•Hollow shaft:

4

2cJ

Page 15: Chapter 5 – Torsion. Torsional failures (ductile, buckling, buckling):

Shear stress profile – YOU MUST UNDERSTAND THIS!!!!

Where is shear stress max? zero? How does it vary along the length and circumference?

Stress Profiles:

Page 16: Chapter 5 – Torsion. Torsional failures (ductile, buckling, buckling):
Page 17: Chapter 5 – Torsion. Torsional failures (ductile, buckling, buckling):

Stress Profiles:

Page 18: Chapter 5 – Torsion. Torsional failures (ductile, buckling, buckling):

Examples:

J

Tcmax1. Analysis: Want << allow

2. Design: allow

T

c

J

Find geometry

Page 19: Chapter 5 – Torsion. Torsional failures (ductile, buckling, buckling):
Page 20: Chapter 5 – Torsion. Torsional failures (ductile, buckling, buckling):
Page 21: Chapter 5 – Torsion. Torsional failures (ductile, buckling, buckling):
Page 22: Chapter 5 – Torsion. Torsional failures (ductile, buckling, buckling):
Page 23: Chapter 5 – Torsion. Torsional failures (ductile, buckling, buckling):
Page 24: Chapter 5 – Torsion. Torsional failures (ductile, buckling, buckling):

5.3 Power Transmission

• Nothing new, just calculate Torque, T, from power equation:

P = T

Careful with units!

Power (watts, ft-lb/s or hp)

Torque (N-m, lb-ft)

Angular velocity (rad/s or Hz)

Note: 1 hp = 550 ft-lb/s

f 2 f = Hz or rev/s

Page 25: Chapter 5 – Torsion. Torsional failures (ductile, buckling, buckling):

Examples (English):

• Shaft powered by 5 hp electric motor spins at 10 Hz, find Torque in shaft.

• P = T5 hp (550 ft-lb/s/hp) = 2,750 ft-lb/s

10 Hz (2 rad/rev) = 62.83 rad/s

T = 2750 ft-lb/s

62.83 rad/s

= 43.76 lb-ft

Page 26: Chapter 5 – Torsion. Torsional failures (ductile, buckling, buckling):

Examples (SI):

• Shaft powered by 500 W electric motor spins at 10 Hz, find Torque in shaft.

• P = T10 Hz (2 rad/rev) = 62.83 rad/s

T = 500 N-m/s

62.83 rad/s

= 7.96 N-m

Page 27: Chapter 5 – Torsion. Torsional failures (ductile, buckling, buckling):

Your HW prob 5.39: Find stress throughout shaft:

Steps:

1. Find Torque throughout shaft

2. Solve for stress throughout shaft

Page 28: Chapter 5 – Torsion. Torsional failures (ductile, buckling, buckling):

Prob 5.42: The motor delivers 500 hp to the steel shaft AB which is tubular and has an inside dia of 1.84 in and outside of 2 in. Find: smallest angular velocity at which the shaft can rotate if allow = 25 ksi

Design or Analysis:

Steps:

1. Find allowable torque

2. Back solve for speed using P=Tn