How Does Temperature Affect Wire Tension at Constant Length?

  • #1
zenterix
702
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TL;DR Summary
How do we interpret the partial derivative of wire tension relative to temperature, holding wire length constant?
I have a question about a derivation I saw in the book "Heat and Thermodynamics" by Zemansky and Dittman.

A "sufficiently complete" thermodynamic description of a wire is given in terms of only three coordinates

1. tension in the wire, ##\zeta##
2. length of the wire, ##L##
3. absolute temperature, ##T##

What this means is that we have a simple thermodynamic system (defined generally as a system with three thermodynamic coordinates T, Y, Z, where T is temperature).

The book says

The states of thermodynamic equilibrium are connected by an equation of state that, as a rule, cannot be expressed by a simple equation.

For a wire at constant temperature within the limit of elasticity, however, Hooke's law holds; namely, for the tension ##\zeta## in a stretched wire.

$$\zeta=-k(L-L_0)$$
where ##k## is Hooke's constant and ##L_0## is the length at zero tension.

I was a little confused by the expression "as a rule" in the snippet above. What rule?

Now let's consider an infinitesimal change from one state of equilibrium to another.

$$dL=\left (\frac{\partial L}{\partial T}\right )_{\zeta} dT+\left (\frac{\partial T}{\partial \zeta}\right )_{T} d\zeta$$

My first question is about the assumption that we have a function ##L=L(\zeta, T)##. This is an equation of state (albeit, functionally unspecified of course).

Is the implicit equation of state the one mentioned in the snippet above that cannot be expressed by a simple equation?

There is a physical quantity called linear expansivity, defined as

$$\alpha=\frac{1}{L}\left (\frac{\partial L}{\partial T}\right )_{\zeta}$$

and another called isothermal Young's modulus, defined

$$Y=\frac{L}{A}\left (\frac{\partial\zeta}{\partial L}\right )_{T}$$

where ##A## denotes the cross section of the wire.

Now, ##\alpha## is usually positive for metals, and ##A## is always positive, according to the book. These are experimentally determined for different materials.

The derivations that follow are to obtain an expression for ##\left (\frac{\partial\zeta}{\partial T}\right )_{L}## in terms of the physical quantities above.

I will attach a screenshot of the detailed derivation, but the result is

$$\left (\frac{\partial\zeta}{\partial T}\right )_{L} = -\alpha AY$$

My second question is how to interpret this equation.

It seems to say that for an increase in temperature, keeping the length of the wire constant, the tension decreases. Is this true?

Is the point of this derivation to show that even without an explicit equation of state we can obtain useful rates of change like this?

It is not clear why the book mentioned that Hooke's law holds sometimes. Again, is it to show that even if we don't have something like Hooke's law we can make use of differential calculus to obtain useful results since we can measure the terms in the mathematical expressions we obtain?

How does one physically heat up a wire while keeping the length constant but the tension variable?

Finally, here is a screenshot of the derivation of the result shown above

1696130993798.png
 
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  • #2
zenterix said:
How does one physically heat up a wire while keeping the length constant but the tension variable?
You do not heat it, you cool it.
While it is hot, you lay the wire along a flat path, so it does not sag due to gravity. You remove slack from the wire, while attaching the ends to immovable objects.

If you want to heat the wire, you can run an electric current through the wire, or wait for the Sun to rise. The coldest hour will be just before dawn.
 
  • #3
Baluncore said:
You do not heat it, you cool it.
While it is hot, you lay the wire along a flat path, so it does not sag due to gravity. You remove slack from the wire, while attaching the ends to immovable objects.

If you want to heat the wire, you can run an electric current through the wire, or wait for the Sun to rise. The coldest hour will be just before dawn.
In the process you describe, as you cool the hot wire attached to immovable objects, is the tension increasing?
 
  • #4
zenterix said:
In the process you describe, as you cool the hot wire attached to immovable objects, is the tension increasing?
Yes.

Wires and railway tracks are shortest when they are cold. As they heat in the sun during the day they lengthen, so wires sag more and the expansion gaps close where train tracks join, until the track buckles under compression in the very hottest weather.

You should install the wire without slack, on a hot summer afternoon. It will then always be under tension when cooler. On a cold and clear night, the wire may shrink sufficiently to yield under tension.
 
  • #5
If you heat a wire up at constant length, unless the temperature rise is very small, the wire is going to buckle. However, if you have a short rod constrained in length, and you heat it up, it is going to go into axial compression. The net result will be the same as if you heated it up unconstrained (so that it expanded axially), and then compressed it axially back to its original length.
 

FAQ: How Does Temperature Affect Wire Tension at Constant Length?

What is a partial derivative in the context of wire tension and temperature?

A partial derivative in this context measures how the tension in the wire changes with respect to temperature while keeping the wire length constant. It quantifies the rate of change of tension as temperature varies, isolating temperature as the only changing variable.

Why is it important to hold the wire length constant when studying the partial derivative of wire tension relative to temperature?

Holding the wire length constant is crucial because it isolates the effect of temperature on wire tension. If the wire length changes, it introduces another variable that can affect wire tension, complicating the analysis and making it difficult to understand the specific impact of temperature alone.

How does temperature typically affect the tension in a wire?

Temperature generally affects wire tension due to thermal expansion or contraction. As temperature increases, most materials expand, which can reduce tension if the wire is not allowed to extend. Conversely, a decrease in temperature usually causes contraction, potentially increasing tension if the wire length remains fixed.

What materials properties are relevant when calculating the partial derivative of wire tension with respect to temperature?

Relevant material properties include the coefficient of thermal expansion, Young's modulus (elasticity), and the original tension in the wire. These properties help determine how much the wire will expand or contract with temperature changes and how this affects the tension.

Can the partial derivative of wire tension with respect to temperature be negative, and what does that signify?

Yes, the partial derivative can be negative, indicating that an increase in temperature results in a decrease in wire tension. This typically occurs in materials where thermal expansion reduces the tension when the wire length is held constant.

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