A common 2nd order ODE from dynamics but....

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Discussion Overview

The discussion revolves around a second-order ordinary differential equation (ODE) derived from a simple single degree-of-freedom (SDOF) spring-mass-dashpot dynamic system. Participants explore the formulation of the ODE, its context in vibration theory, and references to educational resources that may contain similar problems. The scope includes theoretical aspects of dynamics and vibrations.

Discussion Character

  • Technical explanation
  • Debate/contested
  • Meta-discussion

Main Points Raised

  • Post 1 presents the ODE for the SDOF system and invites participants to solve it as a challenge, emphasizing the realistic simulation of suspension system responses.
  • Post 2 asserts that the problem is routine in vibrations and appears in many educational contexts.
  • Post 3 expresses skepticism, noting that the problem was not covered in the participant's college dynamics course and requests sources for the solution.
  • Post 4 suggests that the problem is commonly discussed in engineering courses and mentions potential textbooks that might include it.
  • Post 8 provides a specific reference to a textbook and discusses the nature of the forcing function, suggesting that it can be solved using the Laplace transform, while also noting the non-standard aspect of the forcing function.
  • Post 7 indicates a willingness to help but lacks the time to provide citations, suggesting that the participant has lectured on the problem before.

Areas of Agreement / Disagreement

Participants do not reach a consensus on the familiarity of the problem, with some asserting its commonality in educational resources while others express uncertainty about its coverage in their own experiences. Multiple viewpoints regarding the availability of references and the nature of the problem remain present.

Contextual Notes

The discussion includes references to specific textbooks and educational contexts, but there is no agreement on the standardization of the problem or its solution methods. The mention of a Heaviside function as a forcing function introduces additional complexity that is not universally acknowledged as standard.

Who May Find This Useful

Participants interested in dynamics, vibrations, and differential equations may find the discussion relevant, particularly those seeking challenges or educational resources related to second-order ODEs in engineering contexts.

Tunalover
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Consider a simple single degree-of-freedom (SDOF) spring-mass-dashpot dynamic system with spring rate k, mass m, and viscous damping coefficient c. Dimension x is the absolute displacement of the mass. The base input translation is y. A dot notation indicates differentiation with respect to time, t.
upload_2018-2-27_17-44-59.png

A free body diagram of the mass is:
upload_2018-2-27_17-45-56.png

and the base input acceleration is a half-sine pulse of magnitude A and duration T:
$$ y=\begin{cases} Asin \frac {\pi t} T, ~0 \le \ t \le \ T \\
0,~ t \gt T \end{cases} $$
Determine the displacement x as a function of time t:
This system is actually a reasonably realistic simulation of the response of a suspension system from an impact of duration T.
The free body diagram summation of forces provides the following ODE:
$$ m \ddot x = k(y-x) + c(\dot y - \dot x) $$
To simplify the problem, make the following substitutions:
Let ## z=x-y, ## then ## \dot z=\dot x -\dot y ##, and ## \ddot z = \ddot x - \ddot y ##.
After making these substitutions and simplifying,
$$ m \ddot z + c \dot z + kz = -m \ddot y$$
To put this in more traditional form,
$$ \ddot z + \frac c m \dot z + \frac k m z=- \ddot y $$
The ratios of constants appear often in vibration theory and they are related to the natural frequency ## \omega_n ## (rad/sec), and dimensionless critical damping ratio ## \xi ## as follows:
$$ \omega^2_n = \frac k m $$ and
$$ \frac c m = 2 \xi \omega_n $$
then the ODE appears like this after substituting:
$$ \ddot z + 2 \xi \omega_n \dot z + \omega^2_n z = -2 \xi \omega_n \ddot y $$
and the final form is:
$$ \ddot z + 2 \xi \omega_n \dot z + \omega^2_n z = -2 \xi \omega_n
\begin{cases} Asin \frac {\pi t} T, ~0 \le \ t \le \ T \\
0,~ t \gt T \end{cases} $$
This is as far as I'm taking it. Take this the rest of the way on your own and let me know how it turns out for you. I'm not really looking for the solution but I'm rather putting this out there as a challenge to all mathematically-inclined forum participants. I'll put forward the solution in an attachment a few months from now or to anyone who contacts me asking for it before then. If you find a published solution please do not post to this thread and spoil it for everyone!
 

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This is a routine introductory problem in vibrations. It appears in countless sources and even more college lectures.
 
Could have fooled me. When I took dynamics in college this was never described. Perhaps you could provide a source or two that shows the solution to this problem?
 
It is the sort of problem that is is often discussed in engineering courses on vibrations. I have not looked for a specific example, but probably Timoshenko, Den Hartog, or Steidel's books on Vibrations will have this example.
 
Thread closed temporarily for Moderation...
 
Update -- After a little Moderation, the thread is re-opened.
 
If I had time, I would go locate a citation for you, but I'm going to have to take a pass at this point as I'm rather busy. You are welcome to come dig through my old lecture notes, if you'd like, as I know I have lectured on this problem several times.
 
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Here is a reply sent to me by @bigfooted during the thread closure:
bigfooted said:
This problem is in the chapter 'Vibration and Time Response' in Meriam and Kraige's "Engineering Mechanics, Volume Two: Dynamics".
The only 'not-so-standard' thing about your ODE is that your forcing function is a Heavyside function. But these problems can be solved easily with the Laplace transform. You can find how to do that in e.g. the section 'Differential Equations with Discontinuous Forcing Functions' in Boyce and DiPrima's 'Elementary Differential Equations and Boundary Value Problems'.

Also, please be kind in your replies :-) You could have remarked instead that the discontinuous forcing function is not very standard.
 
Thank you, bigfooted. Good job.
 

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