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CVE 220 Mechanics of Material Lecture No. 9 S. 2002

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Relationship Between E, G, and n. Circular Shafts. Circular shafts: to transmit ... reactions and internal forces cannot be determined by statics alone. ... – PowerPoint PPT presentation

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Title: CVE 220 Mechanics of Material Lecture No. 9 S. 2002


1
CVE 220 Mechanics of MaterialLecture No. 9 (S.
2002)
  • Gere Section 3.6-3.8
  • James Hu

2
Reading
  • pp. 220-231

3
Maximum Normal Strain (review)
normal strain in the 45o direction
from geometry (section 3-6)
4
Law of Cosine
g
b
a
a
b
c
5
Derivation of emax g/2
6
Relationship Between E, G, and n
7
Circular Shafts
Circular shafts to transmit mechanical power
from one device to
another
W Work
W T y
y Angle of rotation in radian
T torque exerted on the shaft
8
Power
Power the rate at which work is done
f frequency in Hz.
(revolutions per second)
n rpm (revolutions per minute)
9
Units for Power
1 watt one joule (N-m) per second
U.S. engineering practice horsepower (hp)
1 horsepower 550 ft-lb/s
1 horsepower 746 watts
10
Example 3-8
Find maximum shear stress tmax in the shaft
the angle of twist between A and C, fAC
11
Example 3-8 solution
12
Example 3-8 solution (contd.)
13
Statically Determinate/Indeterminate (review)
  • Statically determinate reactions and internal
    forces can be determined solely from the
    free-body diagram.
  • Statically indeterminate reactions and internal
    forces cannot be determined by statics alone. The
    calculation of the structural deformation is an
    essential ingredient in the analysis

14
Equation of Compatibility (review)
statically determinate
statically indeterminate
equation of equilibrium
equation of compatibility
15
Analysis statically indeterminate bar (review)
force-displacement relationship
dAB dAC dCB 0
16
Analysis statically indeterminate bar (review)
(static equation)
(geometric equation)
force-displacement relation
(constitutive relations)
17
Example 2-5 (review)
18
Example 2-5 (contd.) (review)
equation of equilibrium
equation of compatibility
ds dc
19
Statically Indeterminate Torsional Members
Equation of equilibrium
Equation of compatibility
Torque-displacement relations
20
Example 3-9
Textbook did not use the concept of internal
forces
21
Results of Two Scenarios
22
Homework Assignment 5
  • Problem 3.7-4 (page 261)
  • Problem 3.7-8 (page 261)
  • Problem 3.8-5 (page 263)
  • Problem 3.8-11 (page 264)

Due 2/28/2002
23
Problem 3.8-5
24
Problem 3.8-11
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