How Do You Calculate Wire Extension Under Sudden Loads?

In summary, calculating wire extension under sudden loads involves determining the wire's material properties, such as Young's modulus and yield strength, and using the formula for tensile stress and strain. The extension can be calculated with the equation ΔL = (F * L0) / (A * E), where ΔL is the extension, F is the applied force, L0 is the original length, A is the cross-sectional area, and E is the modulus of elasticity. It's important to consider factors like dynamic loading effects and safety margins when performing these calculations.
  • #1
giodude
30
1
Homework Statement
(a) An object of mass 0.5 kg is hung from the end of a steel wire of length 2 m and of diameter 0.5 mm. (Young's modulus = ##2 \times 10^{11} \frac{N}{m^{2}}##). What is the extension of the wire?

(b) The object is lifted through a distance ##h## (thus allowing the wire to become slack) and is then dropped so that the wire receives a sudden jerk. The ultimate strength of steel is ##1.1 \times 10^{9} \frac{N}{m^{2}}##. What is the largest possible value of ##h## if the wire is not to break?
Relevant Equations
##A = \frac{\pi \times d^{2}}{4}##
##k = \frac{AY}{l_{0}}##
##F = mg = kx##
##stress = \frac{\Delta P}{A}##
##strain = \frac{\Delta l}{l_{0}}##
##Y = \frac{stress}{strain}##
Hi, I solved part (a) and will provide my solution below. However, I've been working on part (b) for quite a bit and reviewed the provided, relevant text a few times now but haven't been able to find what I'm missing:

Solution (a):
Using ##A = \frac{\pi \times d^{2}}{4}##, ##k = \frac{AY}{l_{0}}##, and ##F = mg = kx## we have:

##x = \frac{m \times g \times l_{0} \times 4}{\pi \times d^{2} \times Y} = 0.25 mm##

Solution (b):
We can use the cross sectional area and the given ultimate strength of steel to solve for the maximum allowed force:
##1.1 \times 10^{9} = \frac{F}{A}##
##F = 216 N##

I'm also aware that the potential energy at the peak just before the rod is dropped is ##PE = mgh## and that this potential energy is converted entirely to kinetic energy during the sudden jerk such that:

##PE = mgh = F \times \Delta l = KE##

However, I get stuck dealing with the ##\Delta l## term which I'm using to denote the wire extension that occurs during the sudden jerk.

Any suggestions on where I'm going wrong would be much appreciated!
 
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  • #2
What type of motion will occur when the wire becomes taut?
 
  • #3
Simple harmonic motion?
 
  • #4
giodude said:
Simple harmonic motion?
Right, so you cannot use ##F\times\Delta l## since F is not constant.
Instead of trying to find the velocity when it becomes taut, think about the conservation of energy from start to finish. What is the change in GPE?
 
  • #5
The change in GPE will be mgh from start to finish. Which means KE will have changed from 0 to mgh at the moment of maximum tension.
 
  • #6
giodude said:
The change in GPE will be mgh from start to finish. Which means KE will have changed from 0 to mgh at the moment of maximum tension.
Where do you think the maximum tension occurs in the motion?
 
  • #7
It'd occur just before the sudden jerk? So, at PE = 0 and KE = mgh?
 
  • #8
I think I'm starting to get somewhere. We know, due to the starting state of lifting and dropping that the initial speed, ##v_{0} = 0##. Additionally, we know that ##KE = mgh## at the point of peak tension. Therefore,

## \Delta KE = \frac{1}{2} \times m \times v_{f}^{2} - \frac{1}{2} \times m \times v_{0}^{2} = m \times g \times h##

Plugging in ##v_{0} = 0##, we have:
##\frac{1}{2} \times m \times v_{f}^{2} = m \times g \times h##
##v_{f} = \sqrt{2 \times g \times h}##
 
  • #9
We also know that in SHM ##x = A cos(\omega t + \alpha)##, where ##\omega^{2} = \frac{k}{m}##. So,

##v = \frac{dx}{dt} = - \omega A sin(\omega t + \alpha)##
##a = \frac{d^{2}x}{dt^{2}} = - \omega^{2} A cos(\omega t + \alpha)##

KE is maximum where ##a = 0## at ##cos(\omega t + \alpha) = 0## and ##sin(\omega t + \alpha) = 1##. Therefore, ##\sqrt{2gh} = \omega A##
 
  • #10
giodude said:
We also know that in SHM ##x = A cos(\omega t + \alpha)##, where ##\omega^{2} = \frac{k}{m}##. So,

##v = \frac{dx}{dt} = - \omega A sin(\omega t + \alpha)##
##a = \frac{d^{2}x}{dt^{2}} = - \omega^{2} A cos(\omega t + \alpha)##

KE is maximum where ##a = 0## at ##cos(\omega t + \alpha) = 0## and ##sin(\omega t + \alpha) = 1##. Therefore, ##\sqrt{2gh} = \omega A##
But you don't want max velocity. What motion variable is maximised when the tension is maximum?
 
  • #11
Oh, I see. If ##T = kx - mg = ma## is at its maximum then acceleration needs to be maximum. As a result, we want ##cos(\omega t + \alpha) = 1## and ##sin(\omega t + \alpha) = 0##.

This makes sense because this sets ##x = Acos(\omega t + \alpha)## to its max ##x = A##.
 
  • #12
giodude said:
Oh, I see. If ##T = kx - mg = ma## is at its maximum then acceleration needs to be maximum. As a result, we want ##cos(\omega t + \alpha) = 1## and ##sin(\omega t + \alpha) = 0##.

This makes sense because this sets ##x = Acos(\omega t + \alpha)## to its max ##x = A##.
Right.
You still have one small inexactitude, but it's probably insignificant. The loss in GPE will be a little more than mgh.
 
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Likes giodude
  • #13
Whats the inexactitude?

Also how does this reconcile with ##v_{f} = \sqrt{2gh}## if ##v = 0## at time ##t##?
 
  • #14
We also know ##T = 216 N## from the original post, given the ultimate strength of the wire. So,

##T = kx - mg##
##216 N = kx - (0.5 kg)(9.8 \frac{m}{s^{2}})##
##kx = 220.9 N##
##x = \frac{220.9 N}{k} = 0.0113 m##

Dimensionally this resolves properly. However, the solution in the textbook is ##h = 0.23m##. Hmmm.
 
  • #15
Oh, think I figured it out. This might be where the inexactitude you mentioned is coming in:

The ##x## in the previous message is the amplitude. Now we can plug it into ##mgh = \frac{1}{2}kA^{2}## which we derive from the conservation of energy equation:
##h = \frac{kA^{2}}{2mg} = 0.2536m##

Hopefully this is correct! Either way, have learned a bunch here. Thank you for your help!
 
  • #16
giodude said:
##T = kx - mg##
The total extension is x+(mg)/k.
The small inexactitude is that the lost GPE is mg(h+x), but x is tiny compared to h.
 
Last edited:

FAQ: How Do You Calculate Wire Extension Under Sudden Loads?

What is the basic formula to calculate wire extension under sudden loads?

The basic formula to calculate wire extension under sudden loads is derived from Hooke's Law and can be expressed as ΔL = (F * L) / (A * E), where ΔL is the extension, F is the force applied, L is the original length of the wire, A is the cross-sectional area, and E is the Young's modulus of the material.

How does Young's modulus affect wire extension under sudden loads?

Young's modulus (E) is a measure of the stiffness of a material. A higher Young's modulus indicates a stiffer material, which will result in less extension under a given load. Conversely, a lower Young's modulus indicates a more flexible material, leading to greater extension under the same load.

What role does the cross-sectional area of the wire play in calculating extension?

The cross-sectional area (A) of the wire is inversely proportional to the extension. A larger cross-sectional area will result in less extension under the same load because the force is distributed over a larger area, reducing the stress on the material. Conversely, a smaller cross-sectional area will lead to greater extension.

How do you account for dynamic effects when calculating wire extension under sudden loads?

To account for dynamic effects, such as inertia and material damping, you may need to use more complex models like the dynamic version of Hooke's Law or finite element analysis (FEA). These models take into account the rate of load application, material properties, and potential energy dissipation mechanisms.

Can temperature changes affect wire extension calculations under sudden loads?

Yes, temperature changes can affect wire extension calculations. Materials typically expand when heated and contract when cooled, which can alter the original length (L) and the Young's modulus (E) of the wire. Therefore, temperature effects should be considered, especially in environments where significant temperature variations occur.

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