Temperature of a bar to produce certain force on wall

AI Thread Summary
A brass bar and a steel bar, each 0.8 m long, are placed between rigid walls and heated to produce a combined force of 1.8 MN. The bars expand differently due to their distinct coefficients of linear expansion, but since they are constrained, they experience compression that offsets this expansion. The problem requires calculating the temperature at which this force is achieved, while assuming no actual extension occurs. The discussion clarifies that the bars are compressed due to their inability to expand freely. The solution involves treating the heating and subsequent compression as two separate processes to find the final temperature.
songoku
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Homework Statement


A brass bar and a steel bar, each 0.8 m long are at a temperature of 20oC. Each bar is placed at that temperature between rigid walls 0.8 m apart. The cross - sectional areas for the brass and steel bars are 0.005 m2 and 0.003 m2, respectively. The coefficient of linear expansion and Young modulus of the two materials are given in previous page. The temperature is raised until the combined force exerted by the two bars is 1.8 MN. The temperature at which this occurs, in oC is closest to
a. 100
b. 110
c. 120
d. 130
e. 140

Homework Equations


P = F/A
Young Modulus = stress / strain
stress = force / area
strain = extension / original length
ΔL = α . Lo . ΔT

The Attempt at a Solution


I am not sure I understand the set - up explained by the question. I imagine the two bars are placed parallel to each other between rigid walls. Is this correct?

Then the two bars are heated so they expand and push the walls, creating force. The total force of 1.8 MN is force by brass + force by steel.

If the bars are heated to same final temperature, the extension of each bar will be different even though they are placed between rigid walls. Is this possible?

Thanks
 
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songoku said:
If the bars are heated to same final temperature, the extension of each bar will be different even though they are placed between rigid walls.
There is (for the purpose of the question) no actual extension. You are supposed to assume that shortening of each bar due to its compression exactly compensates the extension due to its raised temperature.
 
haruspex said:
There is (for the purpose of the question) no actual extension. You are supposed to assume that shortening of each bar due to its compression exactly compensates the extension due to its raised temperature.

The bar is compressed? How can it undergo compression? The length of the bar and separation of rigid walls are the same so I don't understand how the bar is compressed.

Thanks
 
songoku said:
The bar is compressed? How can it undergo compression? The length of the bar and separation of rigid walls are the same so I don't understand how the bar is compressed.

Thanks
Because it tries to expand but can't.
 
haruspex said:
Because it tries to expand but can't.
Oh I see. So what formula can I used to calculate the change in temperature? I can not use ΔL = α . Lo . ΔT because ΔL = 0 and strain is also zero
 
songoku said:
Oh I see. So what formula can I used to calculate the change in temperature? I can not use ΔL = α . Lo . ΔT because ΔL = 0 and strain is also zero
Treat it as two separate processes. The bars are heated by some amount ΔT, so they expand by two different amounts. Then each is compressed by whatever force is necessary to restore it to its original length.
 
Thank you very much haruspex
 
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