What is the significance of the displacement in this system?

In summary, the conversation discusses the set up of a system consisting of a mass attached to a fixed point by a linear spring and capable of oscillating in a vertical plane. The conversation addresses the calculation of the kinetic energy of the system, the number of degrees of freedom, and the use of a small displacement approximation. The conversation also highlights the need to review the general theory of small oscillations about a stable equilibrium.
  • #1
binbagsss
1,259
11
The question is that a mass m of weight mg is attached to a fixed point by a light linear spring of stiffness constant k and natural length a. It is capable of oscillating in a vertical planne. Let θ be the angle of the pendulum wrt to the vertical direction, and r the distance between the mass and the fixed point.

Questions:
1a) The KE of the system?

- First of all I want to be sure I have pictured the set up correctly : Does this system consist of '2 oscillations' - the spring verically up and down and simple pendulum motion?

The answer is : m/2([itex]\dot{r}[/itex])[itex]^{2}[/itex]+(m/2)(r[itex]\dot{θ}[/itex]) [itex]^{2}[/itex]

My Question:

So I know that the KE of the spring oscillations is: m/2([itex]\dot{r}[/itex])[itex]^{2}[/itex]
and of the free pendulum is:(m/2)(r[itex]\dot{θ}[/itex]) [itex]^{2}[/itex]

But , when combining to one term, how can you justify directly adding the terms/ physically explain it. For example, in the second term why is r taken to not vary with time, just as it is in the simple pendulum case?

My free pendulum KE term method:

KE= 1/2m[itex]\dot{s}[/itex][itex]^{2}[/itex] where s is the arc length swept out = rθ. so ds/dt=r[itex]\dot{θ}[/itex]+[itex]\dot{r}[/itex]θ

- So I can see we have taken dr/dt=0, i.e r taken to be fixed.


1b) This system has 2dof. Does it follow that if the system was reduced to only one of the forms of oscillation - just the 'spring oscillation' or simple pendulum - the system would have only 1 DOF?

2) L=m/2([itex]\dot{n}[/itex][itex]^{2}[/itex])+(n+a)[itex]^{2}[/itex][itex]\dot{θ}[/itex][itex]^{2}[/itex]-k/2(n[itex]^{2}[/itex])+mg(n+a)cosθ

where n = r-a*

The questions asks to use a small displacement approximation.This includes to neglect terms higher than the quadratic in displacement:

I don't understand some terms neglected and kept. I think my issue is defining the definition of displacement - for the spring motion, is it just n, but for the simple pendulum motion is it nθ? ( rθ but we have converted to generalized coordinates) *

I then reach the conclusion that I should neglect terms : n[itex]^{2}[/itex] or n[itex]^{2}[/itex]θ[itex]^{2}[/itex]?

I am not sure how to treat the time derivatives. Is neglecting these terms more significant or an equal footing? My thoughts would be on an equal footing, such that, I should also neglect terms: [itex]\dot{n}[/itex][itex]^{2}[/itex], ([itex]\dot{n}[/itex][itex]\dot{θ}[/itex])[itex]^{2}[/itex]

This is the wrong method when I look at the solution. Here are the neglected and kept terms that do not agree with my thoughts above:

Neglected:

n[itex]\dot{θ}[/itex])[itex]^{2}[/itex]
- how is this term of order two in displacement? Doesn't it have units length rather than length^2?
[itex]\dot{n}[/itex]θ^2 - again I would argue the above.

Kept:
[itex]\dot{n}[/itex][itex]^{2}[/itex]
n[itex]^{2}[/itex]

Many thanks to anyone who can help shed some light on this, greatly appreciated
 
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  • #2
binbagsss said:
The question is that a mass m of weight mg is attached to a fixed point by a light linear spring of stiffness constant k and natural length a. It is capable of oscillating in a vertical planne. Let θ be the angle of the pendulum wrt to the vertical direction, and r the distance between the mass and the fixed point.

Questions:
1a) The KE of the system?

- First of all I want to be sure I have pictured the set up correctly : Does this system consist of '2 oscillations' - the spring verically up and down and simple pendulum motion?

The answer is : m/2([itex]\dot{r}[/itex])[itex]^{2}[/itex]+(m/2)(r[itex]\dot{θ}[/itex]) [itex]^{2}[/itex]

My Question:

So I know that the KE of the spring oscillations is: m/2([itex]\dot{r}[/itex])[itex]^{2}[/itex]
and of the free pendulum is:(m/2)(r[itex]\dot{θ}[/itex]) [itex]^{2}[/itex]

But , when combining to one term, how can you justify directly adding the terms/ physically explain it. For example, in the second term why is r taken to not vary with time, just as it is in the simple pendulum case?

My free pendulum KE term method:

KE= 1/2m[itex]\dot{s}[/itex][itex]^{2}[/itex] where s is the arc length swept out = rθ. so ds/dt=r[itex]\dot{θ}[/itex]+[itex]\dot{r}[/itex]θ

- So I can see we have taken dr/dt=0, i.e r taken to be fixed.

You got the correct result, but the derivation is not correct. $$ {ds \over dt} \ne r \dot \theta + \dot r \theta $$ but $$ \left( {ds \over dt} \right)^2 = \dot r ^2 + r^2 \dot \theta^2 .$$ If you are unsure where the latter equation comes from, you need to review the differential line element in polar coordinates, or more generically, in arbitrary coordinates or in parametric form.

1b) This system has 2dof. Does it follow that if the system was reduced to only one of the forms of oscillation - just the 'spring oscillation' or simple pendulum - the system would have only 1 DOF?

That's pretty much what it means.

2) L=m/2([itex]\dot{n}[/itex][itex]^{2}[/itex])+(n+a)[itex]^{2}[/itex][itex]\dot{θ}[/itex][itex]^{2}[/itex]-k/2(n[itex]^{2}[/itex])+mg(n+a)cosθ

where n = r-a*

What is ##a^*##? Is that the equilibrium position of the mass? Can you express it in terms of the stiffness and mass?

The questions asks to use a small displacement approximation.This includes to neglect terms higher than the quadratic in displacement:

I don't understand some terms neglected and kept. I think my issue is defining the definition of displacement - for the spring motion, is it just n, but for the simple pendulum motion is it nθ? ( rθ but we have converted to generalized coordinates) *


It seems you need to review the general theory here. Remember, small oscillations always happen about a stable equilibrium. What can be said of potential energy in stable equilibrium? Specifically, its first and second derivatives with regard to generalized coordinates? What minimal number of terms do you need to retain in the Taylor expansion of potential energy about a position of equilibrium?
 
  • #3
voko said:
You got the correct result, but the derivation is not correct. $$ {ds \over dt} \ne r \dot \theta + \dot r \theta $$ but $$ \left( {ds \over dt} \right)^2 = \dot r ^2 + r^2 \dot \theta^2 .$$ If you are unsure where the latter equation comes from, you need to review the differential line element in polar coordinates, or more generically, in arbitrary coordinates or in parametric form.



That's pretty much what it means.



What is ##a^*##? Is that the equilibrium position of the mass? Can you express it in terms of the stiffness and mass?




It seems you need to review the general theory here. Remember, small oscillations always happen about a stable equilibrium. What can be said of potential energy in stable equilibrium? Specifically, its first and second derivatives with regard to generalized coordinates? What minimal number of terms do you need to retain in the Taylor expansion of potential energy about a position of equilibrium?

Okay I've had a look at the derivative of (ds/dt)^2, so I was working in the wrong coordinate system and the arc length will not be given by rθ?

But, in terms of the KE of this system, isn't ds the line element swept out, so how is the KE term differing then if the oscillations were only that of a simple pendulum? (Assuming I have pictured the motion correctly - spring oscillations and simple pendulum oscillations?)

Yes, sorry, a is the equilibrium position.

Regarding stable equilibrium and the Taylor expansion wrt to generalized coordinates, the first derivative, being the force, for a conservative system, will vanish.
The second, must be >0 as it is a stable equilibrium.
Typically terms of a higher order can be neglected?
 
  • #4
binbagsss said:
Okay I've had a look at the derivative of (ds/dt)^2, so I was working in the wrong coordinate system and the arc length will not be given by rθ?

The arc length will be given by the second formula in my previous post.

But, in terms of the KE of this system, isn't ds the line element swept out, so how is the KE term differing then if the oscillations were only that of a simple pendulum? (Assuming I have pictured the motion correctly - spring oscillations and simple pendulum oscillations?)

I am not sure what is being asked here. If you look at the formula I just mentioned, if the system is confined to move only as a spring, then ##\dot \theta = 0## so, ##\dot s^2 = \dot r^2##. If the system is confined to move as a pendulum, then ##\dot s^2 = r^2 \dot \theta^2##.

Regarding stable equilibrium and the Taylor expansion wrt to generalized coordinates, the first derivative, being the force, for a conservative system, will vanish.
The second, must be >0 as it is a stable equilibrium.
Typically terms of a higher order can be neglected?

Exactly. The only catch here is that you have two degrees of freedom, so you must retain all the second order terms of the expansion.
 
  • #5
Would the taylor expansion be for L or just the potential energy - I'm sure I've seen both methods in books. But overall I would say all of L?

Also, if it is L, would it be a 4 variable taylor expansion: n, [itex]\dot{n}[/itex],θ,[itex]\dot{θ}[/itex]?
 
  • #6
Generally speaking, it should be all of ##L##. But the kinetic energy term is treated differently. It is always a sum of terms like ##f(x) \dot x^2##, so we just take the zero-th term in the expansion of ##f(x)##, ending up with ##f(x_0) \dot x^2##.

In case you are wondering why they are treated differently, it is because we retain the lowest order non-constant terms. Which happen to be of order 2 for potential energy.
 

Related to What is the significance of the displacement in this system?

1. What are oscillations?

Oscillations refer to the repetitive back-and-forth motion of a system around a stable equilibrium point. This motion can be seen in various physical systems, such as a pendulum swinging or a spring vibrating.

2. What is the significance of oscillations in science?

Oscillations are important in science because they can help us understand the behavior of various systems, from atoms to planets. They also have practical applications in fields such as engineering, where they are used to design and improve structures and machines.

3. What is the Lagrangian method?

The Lagrangian method is a mathematical approach used to analyze the motion of systems, particularly in classical mechanics. It involves using the principle of least action to derive equations of motion for a system, making it a powerful tool for solving problems involving oscillations.

4. How is the Lagrangian method related to oscillations?

The Lagrangian method is often used to analyze the motion of oscillating systems, as it allows for a more elegant and efficient solution compared to traditional methods. By using the Lagrangian, we can find the equations of motion for a system, determine its natural frequency, and predict its behavior over time.

5. Can the Lagrangian method be applied to all types of oscillations?

Yes, the Lagrangian method can be applied to a wide range of oscillating systems, from simple harmonic oscillators to more complex systems with multiple degrees of freedom. It is a versatile tool that can be used to analyze and understand various types of oscillations in different fields of science and engineering.

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