Length of a spring constantly accelerating through space?

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Discussion Overview

The discussion revolves around the behavior of a spring subjected to a constant force while accelerating through space. Participants explore how the spring compresses under these conditions, questioning the applicability of Hooke's law and considering various methods to analyze the problem. The conversation includes theoretical considerations and mathematical reasoning related to the spring's compression and potential oscillations.

Discussion Character

  • Exploratory
  • Technical explanation
  • Mathematical reasoning
  • Debate/contested

Main Points Raised

  • One participant proposes that applying a constant force to one end of a spring will compress it, but questions whether this compression follows Hooke's law, which typically applies when forces act on both ends.
  • The same participant suggests modeling the spring as composed of infinitesimal springs to derive the compression, concluding that the spring would compress by ΔL=ma/2k.
  • Another participant presents an alternate method that initially yields ΔL=0 but later corrects this to ΔL=-L(ma/(2kL+ma)), indicating a miscalculation.
  • A participant references a related thread discussing the elongation of a spring under its own weight, suggesting comparisons to the current problem.
  • Further discussion reveals a participant's confusion regarding their second method, which considers the spring already compressed, leading to a different density assumption.
  • Another participant clarifies that the compression is not uniform and that the first method accounts for this non-uniformity, while the second method does not.
  • One participant speculates on whether the spring would oscillate if accelerated from rest, suggesting that it would due to the sudden change in equilibrium position.
  • Mathematical reasoning is presented to support the idea that the spring should oscillate, referencing the harmonic oscillator equation before and after the force is applied.

Areas of Agreement / Disagreement

Participants express differing views on the validity of the methods used to analyze the spring's compression. While some agree with the first method's conclusions, others question the assumptions made in the second method. The discussion remains unresolved regarding the correctness of the second method and the implications of oscillation.

Contextual Notes

Participants acknowledge potential limitations in their assumptions, such as the uniformity of density and the equilibrium state of the spring during acceleration. The discussion highlights the complexity of analyzing a massive spring under constant acceleration, with varying interpretations of the problem.

Nathanael
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Imagine if I were to apply a constant force, F, to a spring of length L, spring constant K, mass m, and uniform density. The force causes the spring to accelerate with acceleration a.
For the sake of imagination, I will say I'm applying the force with my hand (which is pushing one end of the spring).
Surely the spring will compress, (how else would the other end of the spring, away from my hand, accelerate?) but, we shouldn't expect the spring to compress according to Hooke's law, because Hooke's law applies to when the force is acting on both sides of the spring, (right?) and in this case the force acts only on a single side.

So my question is, by how much would the spring be compressed? (What is ΔL?)

My approach:
Pretend the spring consists of infinitely many infinitesimal springs, each of identical length dx. I'm thinking that we can then treat each infinitesimal spring as having a spring constant of k\frac{L}{dx} (right?).
Let's now put an x-axis along the direction of motion, with x=0 being the end of the spring where my hand is.
One of the infinitesimal springs at a distance x will have to apply a force of ma\frac{L-x}{L} in order to accelerate the springs ahead of it. To then find the compression of that single spring we would now use Hooke's law and divide the force by it's spring constant, to get a change in length of -ma\frac{L-x}{kL^2}dx
Then, to get the change in length of the entire spring, we would sum up all the length changes of all the infinitesimal springs to get ΔL=∫_0^L\frac{-ma(L-x)}{kL^2}dx=\frac{ma}{2k}=\frac{F}{2k}

I might be making some simplifying assumptions. For example I am assuming the spring length is in equilibrium (the spring is not oscillating). I am not sure if this would be true or not (maybe someone can comment on if the spring would oscillate if you accelerated it from rest?) but I'm just trying to simply analyze a massive spring (because every spring problem I've come across has treated the spring as massless...).

The answer seems reasonable to me: The spring would compress half as much as if the force was acting on both sides (i.e. half as much as if we used Hooke's law).
The reason this seems reasonable is because the density is uniform, and so the force applied by the infinitesimal pieces of the springs varies linearly, so we should be able to simply average it out to the middle, effectively treating the spring as if all of the mass were at the midpoint. (I know that this logic is not very precise, but it's just a post-rationalization).

I made up this problem, and so I have no way of checking my answer, so I am asking you helpful folks.
 
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I just thought of an alternate (yet very similar) method of solving it, and it yields ΔL=0 :confused:

Edit:
Nevermind, I miscalculated. :redface: The new method yields ΔL=-L\frac{ma}{2kL+ma}
 
Last edited:
Okay, thanks. According to that thread my first solution is correct. But now I'm a bit curious why my second method is incorrect.

For the second method I considered the already compressed spring. So instead of having linear density \frac{m}{L} it would have a linear density of \frac{m}{L-ΔL}, and instead of integrating from 0 to L, I would integrate from 0 to (L-ΔL). The infinitesimal spring elements would still have a spring constant of k\frac{L}{dx} so you then get the integral \int_0^{L-ΔL}\frac{-ma(L-ΔL-x)}{kL(L-ΔL)}dx which gave me the answer in my second post, ΔL=-L\frac{ma}{2kL+ma}

Does anyone perhaps have an explanation of why this method is wrong? I was actually thinking it makes more sense than my first method... :confused:
 
Just thinking. About whether starting from the compressed equilibrium point, that you would have to use the spring constant of k(L-ΔL)/dx for this analysis.
 
Nathanael said:
Does anyone perhaps have an explanation of why this method is wrong? I was actually thinking it makes more sense than my first method... :confused:

The spring is not uniformly compressed - the compression is greatest at the end where the force is applied. Thus the density is not a uniform ##m/(L-\Delta{L})## across the entire compressed length, as you were assuming in the second method. Your first method automatically compensates for this because the integration variable ##l## isn't actually the length - it's the number of infinitesimal elements to the left of ##l##.
 
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Oh, of course! Thank you Nugatory! Thanks especially for explaining why the first method is logical :)
 
Thanks for this very interesting thread!

maybe someone can comment on if the spring would oscillate if you accelerated it from rest?
The only way a spring can not oscillate is when it is already in its equilibrium position. Since the equilibrium position of the spring is different when it is resting and when it is accelerated it should oscillate. This is because of the sudden acceleration - there is no way the spring can get into equilibrium with respect to the new force in zero time.

Lets check the mathematics to see if there is evidence for this wall of words. I will consider a mass attached to a spring obeying Hooke's Law to which suddenly a force is applied.

Take the harmonic oscillator equation

## m \ddot x+ kx = 0 ##

before applying the force and

## m \ddot x + kx = F ##

after the sudden onset of the force. We know that the only equilibrium position of the first equation is ## \dot{x}(t) = 0, x(t) = 0 ## for all t. Let's say that the sudden onset of force occurs at time ##t_0##. Then ##\dot{x}(t_0) = 0, x(t_0)=0 ## are the initial values for the second equation. The second equation can be rewritten as

## m \ddot x' + kx' = 0 ## with ##x'=(x-\frac{F}{k})##.

This yields the only equilibrium solution ## x'(t) = 0, \dot x'(t)=0 ## or ##x(t) = \frac{F}{k}, \dot{x}(t) = 0## for all ##t>t_0##. Therefore the given initial values derived from the first equation are not compatible with the equilibrium position of the second equation, and the spring should oscillate. This, of course, is for the harmonic oscillator equation without damping. You may 'jump' into an overdamped or critically damped solution in the damped case when applying the force in the damped case. Even a damped oscillation will eventually oscillate with an unnoticable amplitude after a long time. Maybe I will dive into that later after the holidays.
 
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