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

In summary, the conversation discusses a single degree-of-freedom spring-mass-dashpot dynamic system with various parameters and a base input translation. The free body diagram and base input acceleration are provided, and the displacement of the mass as a function of time is determined using substitutions and simplification. The problem is commonly discussed in engineering courses on vibrations and can be solved using the Laplace transform.
  • #1
Tunalover
11
1
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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  • #2
This is a routine introductory problem in vibrations. It appears in countless sources and even more college lectures.
 
  • #3
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?
 
  • #4
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.
 
  • #5
Thread closed temporarily for Moderation...
 
  • #6
Update -- After a little Moderation, the thread is re-opened.
 
  • #7
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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Likes berkeman
  • #8
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.
 
  • #9
Thank you, bigfooted. Good job.
 

What is a common 2nd order ODE from dynamics?

A 2nd order ODE (ordinary differential equation) from dynamics is a mathematical equation that describes how a system changes over time. It involves the second derivative of the system's position or velocity with respect to time.

Why are 2nd order ODEs important in dynamics?

2nd order ODEs are important in dynamics because they allow us to model and analyze complex systems in physics and engineering. They can help us predict the behavior of systems such as pendulums, springs, and electrical circuits.

What are the key components of a 2nd order ODE from dynamics?

The key components of a 2nd order ODE from dynamics are the dependent variable (usually denoted by y), the independent variable (usually denoted by t), and the derivatives of y with respect to t (y' and y''). These components can also include constants and coefficients that relate to the specific system being modeled.

How do you solve a 2nd order ODE from dynamics?

The method for solving a 2nd order ODE from dynamics depends on the specific equation and initial conditions. Some common methods include separation of variables, substitution, and using the characteristic equation. In some cases, numerical methods may also be used to approximate a solution.

What are some real-world applications of 2nd order ODEs from dynamics?

2nd order ODEs from dynamics have many applications in real-world systems, such as predicting the motion of satellites, analyzing the behavior of electrical circuits, and understanding the oscillations of mechanical systems. They are also used in fields such as economics, biology, and chemistry to model various phenomena.

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