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

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p5.46 At a temperature of 15°C, a gap of D = 5 mm exists between

the two polymer bars shown in the accompanying figure. Bar

(1) has a length L 1 = 700 mm, a cross-sectional area A 1 = 1,250 mm 2 ,

a coefficient of thermal expansion α 1 = 130 × 10 −6 /°C, and an elastic

modulus E 1 = 1,400 MPa. Bar (2) has a length L 2 = 500 mm, a

cross-sectional area A 2 = 3,750 mm 2 , a coefficient of thermal expansion

α 2 = 80 × 10 −6 /°C, and an elastic modulus E 2 = 3,700 MPa.

The supports at A and D are rigid. Determine

(a) the lowest temperature at which the gap is closed.

(b) the normal stress in the two bars at a temperature of 100°C.

(c) the longitudinal normal strain in the two bars at 100°C.

FIGURE p5.46

Δ

L 1 L 2

(1) (2)

A B C D

A

(1)

FIGURE p5.48

B

p5.49 Rigid bar ABC is supported by two identical solid bronze

[s Y = 331 MPa; E = 105 GPa; α = 22.0 × 10 −6 /°C] rods and a single

solid steel [s Y = 250 MPa; E = 200 GPa; α = 11.7 × 10 −6 /°C] rod,

as shown in Figure P5.49. Bronze rods (1) each have diameter d 1 =

25 mm and length L 1 = 3.0 m. Steel rod (2) has length L 2 = 4.0 m.

(a) Calculate the diameter d 2 required for steel rod (2) so that the

deflection of joint B is zero for any change in temperature.

(b) Using the value of d 2 determined in part (a), determine the

maximum temperature decrease that is allowable for this

assembly if a factor of safety of 2.0 is specified for the normal

stress in each rod.

d

(2)

L 1 L 2

C

p5.47 A bronze [E = 15,200 ksi; α = 12.2 × 10 –6 /°F] rod (2) is

placed within a steel [E = 30,000 ksi; α = 6.3 × 10 –6 /°F] tube (1).

The two components are connected at each end by 0.5 in. diameter

pins that pass through both the tube and the rod, as shown in Figure

P5.47. The outside diameter of tube (1) is 3.00 in. and its wall

thickness is 0.125 in. The diameter of rod (2) is 2.25 in. and the

distance between pins is L = 21 in. What is the average shear stress

in the pins if the temperature of the entire assembly is increased by

90°F?

(1)

(1)

a

a

A B C

(2)

L 2

L 1

Pin

Steel Tube (1)

Pin

FIGURE p5.49

L

Bronze

Rod (2)

p5.50 A polymer cylinder (2) is clamped between rigid heads

by two steel bolts (1), as shown in Figure P5.50. The steel [E =

29,000 ksi; α = 6.5 × 10 −6 /°F] bolts have a diameter of 0.50 in. The

FIGURE p5.47

(1)

p5.48 A titanium [E = 16,500 ksi; α = 5.3 × 10 –6 /°F] bar (1) and

a bronze [E = 15,200 ksi; α = 12.2 × 10 –6 /°F] bar (2), each restrained

at one end, are fastened at their free ends by a single-shear

pin of diameter d = 0.4375 in., as shown in Figure P5.48. The length

of bar (1) is L 1 = 19 in. and its cross-sectional area is A 1 = 0.50 in. 2 .

The length of bar (2) is L 2 = 27 in. and its cross-sectional area is

A 2 = 0.65 in. 2 . What is the average shear stress in the pin at B if the

temperature changes by 40°F?

a

b

FIGURE p5.50

(2)

(1)

c

c

128

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