Thermodynamics of concrete in a highway

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Homework Help Overview

The problem involves determining the appropriate width of expansion gaps between concrete highway slabs, which are poured in lengths of 10.0 m, to prevent contact under varying temperature conditions ranging from -24°C to 45°C. The discussion centers around the thermal expansion properties of concrete, specifically using the coefficient of linear expansion.

Discussion Character

  • Exploratory, Assumption checking

Approaches and Questions Raised

  • Participants discuss the calculations related to the change in length of the concrete slabs due to temperature variations, questioning the interpretation of negative values in the context of expansion and contraction.
  • There is an exploration of the total range of length change and its implications for the required gap size at a reference temperature of 20°C.
  • Some participants suggest reconsidering the relevance of the minimum temperature in the context of the problem.

Discussion Status

The discussion is ongoing, with participants providing insights into the calculations and interpretations of the results. There is recognition of the need to clarify how the gaps should be sized based on the conditions at 20°C and the implications of slab expansion at higher temperatures. No consensus has been reached yet.

Contextual Notes

Participants note that the problem statement specifies a minimum temperature of -24°C, but there is debate about its significance in determining the gap size needed at 20°C. The discussion also highlights the importance of understanding the behavior of the slabs as they expand and contract.

newyork
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Homework Statement



Concrete highway slabs are poured in lengths of 10.0 m. How wide should the expansion gaps between the slabs be at a temperature of 20 degrees C to ensure that there will be no contact between adjacent slabs over a temperature range of -24 C to 45 C?


Homework Equations



Change in length= (coefficient of linear expansion)(initial length)(change in temp)
(I represented the coeff by α)
α of concrete=12x10^-6 degrees C^-1


The Attempt at a Solution



Change in length=(12x10^-6)(10)(-25-20)=-0.0054 m (is it ok that this is negative?)
Change in length=(12x10^-6)(10)(45-20)=0.003

Now, do I add these values to get the total change in length?
(-0.0054m)+(0.003m)= -0.0024m

I understand the equation and the idea of it, but I don't know if I solved the problem correctly.
 
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These variations represent a shrinkage of 0.0054 m. from 10 m. when the temperature changes from 20º to -25º C and an expansion of 0.003 m. from 10 m. when the temperature goes from 20º C to 45º C. So what is the total range of length change represented here?

Oh yeah, not that it changes the result much, but the problem statement gives a minimum temperature of -24º C.
 
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It makes sense that one of your results is negative, because when the concrete heats up, it will expand, but if it cools down it will shrink.
 
dynamicsolo said:
These variations represent a shrinkage of 0.0054 m. from 10 m. when the temperature changes from 20º to -25º C and an expansion of 0.003 m. from 10 m. when the temperature goes from 20º C to 45º C. So what is the total range of length change represented here?

Oh yeah, not that it changes the result much, but the problem statement gives a minimum temperature of -24º C.

-0.0024m is the total range of length change represented.
sorry, I did make a typo before. -25 C to 45 C. the 20 C is right. the 24 should be 25.
 
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newyork said:
-0.0024m is the total range of length change represented.

Re-think this for a minute. If I am 6'1" in the morning, and 5'11" in the evening, but my average height is 6'0", then what is the total range of change in my height?
 
merryjman said:
Re-think this for a minute. If I am 6'1" in the morning, and 5'11" in the evening, but my average height is 6'0", then what is the total range of change in my height?

You would take the difference of those values and divide by 2.
 
You are right. The negative sign threw me off.
 
Ah, now that I went and read the question again, I see that we don't actually care what happens at -24º C... Below 20º C, the slabs will be shorter than 10 m, so we don't have to worry about them being in contact.

We are asked how big the gaps need to be at 20º C, so that they don't touch (which may be read as "just barely touch") at 45º C. You've already found that each slab expands to
10 + 0.003 m at 45º C, so if they're just touching at 45º C, how big will the gaps be at 20º C? That's the gap size you'd need to leave.

(There's a little bit of a trick to be wary of, also. Each slab is expanding in both directions, so what happens when the barely-touching slabs at 45º C cool to 20º C ?)
 
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