The role of center of mass in motions

Click For Summary

Discussion Overview

The discussion revolves around the motion of a system consisting of a rigid bar and a rigid ring rotating around a point O. Participants explore the implications of treating the motion as a rotation about the center of mass versus treating it as a point mass rotation, examining the conditions under which these approaches yield correct results.

Discussion Character

  • Debate/contested
  • Technical explanation
  • Mathematical reasoning

Main Points Raised

  • Some participants argue that the system cannot be treated as a point mass at the center of mass due to the distribution of mass in the rigid bar and ring.
  • Others propose that calculating the moment of inertia using the parallel axis theorem is necessary when the axis of rotation does not pass through the center of mass.
  • A participant suggests that the total exterior force acting on the system is related to the acceleration of the center of mass, which can vary depending on the forces acting on the system.
  • There is a discussion about the correct formulation of the moment of inertia and the conditions under which it can be applied, with some participants providing specific equations for the moment of inertia based on the system's configuration.
  • One participant mentions that using a non-inertial frame can complicate the analysis, indicating that this approach may not simplify the problem as intended.
  • Another participant raises a hypothetical problem involving an applied force to illustrate the complexities of calculating angular acceleration in this context.

Areas of Agreement / Disagreement

Participants express differing views on whether the system can be treated as a point mass rotating around O. There is no consensus on the best approach to analyze the motion, and multiple competing perspectives remain throughout the discussion.

Contextual Notes

Some participants highlight the importance of correctly identifying the moment of inertia and the nature of the forces acting on the system, suggesting that misunderstandings in these areas can lead to incorrect conclusions.

hokhani
Messages
601
Reaction score
22
Consider the motion of a system composed of a rigid bar and a rigid ring attached to it as is shown in the attached figure.The rigid system is rotating around the point O.
Why we can not treat this motion as rotational motion of "the center of mass"? Namely why we can not get the correct result if we treat the motion as pure rotation of the point mass M located at CM with rotational inertia I=M (rCM)2 ?
 

Attachments

Last edited:
Physics news on Phys.org
hokhani said:
Consider the motion of a system composed of a rigid bar and a rigid ring attached to it as is shown in the attached figure.The rigid system is rotating around the point O.
Why we can not treat this motion as rotational motion of "the center of mass"? Namely why we can not get the correct result if we treat the motion as pure rotation of the point mass M located at CM with rotational inertia I=M (rCM)2 ?
I think I don't understand your question very well.

The net (total) exterior force acting on your system (rigid bar + ring) will be equal (if we consider internal forces in the bar + ring to be "Newtonian") to the total mass M times the vector acceleration of the center of mass. That is:

[tex]\vec{F_{ext}} = M \vec{a_{cm}}[/tex]

Given that the rigid system is attached to point O, the center of mass will describe a circle with center in point O. (The center of mass could be moving with uniform circular motion, uniform accelerated circular motion, or non-uniform accelerated circular motion, depending on the total exterior force upon our system).

For example, it the center of mass is moving with uniform circular motion (with respect to inertial frame with origin in point O ), then the total exterior force is "radial" (pointing to O at all times), and its magnitude will be:

[tex]F_{ext}=M \frac{v^2_{cm}}{r_{cm}}[/tex]

This total exterior force will be the force arising because of the attachment of our system to the point O, plus maybe another exterior forces whose total vector sum is also radial.If the center of mass is moving with non-uniform circular motion, then the total exterior force is the force arising because of the attachment of the system to point O (which is always radial), plus another exterior force (which is causing the tangential acceleration of the center of mass along its trajectory).In any case, the total angular momentum vector of our system with respect to point O will be:

[tex]\vec{L}(t) = I \vec{\omega}(t)[/tex]Where I is the moment of inertia of our system (bar + ring) with respect to the axis passing through point O and perpendicular to the plane of motion, and vector omega is the angular vector velocity of each particle that make up the bar + ring (which can vary with time if the circular motion is not uniform) with respect to our inertial frame with origin in O.Also the moment of the total exterior force with respect to point O (which is just the moment of the "other" exterior force, because the exterior force arising because of the attachment is radial and its moment with respect to point O will be zero) will be (if interior forces are "Newtonian" and "central") :

[tex]\vec{M}_{ext}(t) = I \vec{\alpha}(t)[/tex]The moment of inertia of your system with respect to the axis passing through O and perpendicular to the plane of motion, will be:[tex]I = \frac{M_{b} L^2}{3} + M_{r} R^2_{r} + M_{r} (L + R_r)^2 = \frac{M_{b} L^2}{3} + M_{r}(R^2_{r} + (L + R_r)^2)[/tex]where [tex]M_{b}[/tex] is the mass of the bar (supposed homogeneous), [tex]M_{r}[/tex] is the mass of the ring (supposed homogeneous) and [tex]R_r[/tex] is the radius of the ring.EDIT: sorry, are you just asking if I = (M_b + M_r) (r_CM)^2 ?

Then I already gave you I, so you now can check if it is what you think or it is not. :-)
 
I would think you can if you calculate r cm correctly.
 
Thanks all.
Let me ask my question clearly:
We have a system composed of "rigid bar + rigid ring" as in the left of the attached picture. In right of the picture, sum of two masses are put as point mass in the center of mass.
Suppose we were to calculate the angular velocity of the left system:
why we can not treat the left system as a point mass rotating around O, as the right system, in which the torque is vector product of "center of mass vector" and "mg"?



View attachment untitled.bmp
 
hokhani said:
Namely why we can not get the correct result if we treat the motion as pure rotation of the point mass M located at CM with rotational inertia I=M (rCM)2 ?
You can if you make a lot of extra computational work for yourself.

The center of mass is moving from the perspective of an inertial frame, and it is doing so non-uniformly. Your center of mass frame is a non-inertial frame. There are problems where looking at things from the perspective of a non-inertial frame makes things easier.

This isn't one of them.
 
hokhani said:
Thanks all.
Let me ask my question clearly:
We have a system composed of "rigid bar + rigid ring" as in the left of the attached picture. In right of the picture, sum of two masses are put as point mass in the center of mass.
Suppose we were to calculate the angular velocity of the left system:
why we can not treat the left system as a point mass rotating around O, as the right system, in which the torque is vector product of "center of mass vector" and "mg"?



View attachment 70344

Because the correct equation is:


[tex]\vec{r}_{cm}\times (M\vec{g}) = I \vec{\alpha}[/tex]

Where [tex]\vec{r}_{cm}[/tex] is the vector position (with respect to intertial frame with origin in O ) of the center of mass of the system,

[tex]M[/tex] is the total mass of the system,

[tex]I[/tex] is the moment of inertia of the whole system with respect to the axis that passes through O and is perpendicular to the plane of motion,

[tex]\vec{\alpha}[/tex] is the angular acceleration vector.


And you want to use this other equation:

[tex]\vec{r}_{cm}\times (M\vec{g}) = (M r^2_{cm}) \vec{\alpha}[/tex]


This other equation is not correct because

[tex]M r^2_{cm}[/tex]

is not the moment of inertia of the system.

The correct moment of inertia [tex]I[/tex]

is what I wrote in my previous post.
 
  • Like
Likes   Reactions: 1 person
proposed problem

This might help clear up the question. Suppose a force F is applied perpendicular to the rod at a distance of 1/2 the location of the center of mass from the center. What is the angular acceleration?
 
D H said:
You can if you make a lot of extra computational work for yourself.

The center of mass is moving from the perspective of an inertial frame, and it is doing so non-uniformly. Your center of mass frame is a non-inertial frame. There are problems where looking at things from the perspective of a non-inertial frame makes things easier.

This isn't one of them.

Yes, as you say, we could solve it from the CM-frame. And thinking about this I have just realized that in this example ( only weight force and contact force between system and point attachment O ) the contact force IS NOT radial (contrary to what I previously stated) because if it were radial, the moment of this force with respect to the CM-frame would be zero, and the moment of the weight force with respect to the CM-frame is also zero, and so the system would not spin with respect to the CM-frame, which is false.

So the contact force (at attachment point O ) is not always radial (depends on the situation).
 
  • #10
cosmosmike said:
This might help clear up the question. Suppose a force F is applied perpendicular to the rod at a distance of 1/2 the location of the center of mass from the center. What is the angular acceleration?

I think the initial question is already answered. The correct equation to use is in this case is "Moment of total exterior force (with respect to O ) is equal to moment of inertia of the whole system (with respect to O ) times angular acceleration vector"

You can also use an analogous correct equation with respect to the center of mass of the whole system.EDIT: sorry, I thought you were the OP :-)
 
Last edited:
  • #11
mattt said:
And you want to use this other equation:

[tex]\vec{r}_{cm}\times (M\vec{g}) = (M r^2_{cm}) \vec{\alpha}[/tex]This other equation is not correct because

[tex]M r^2_{cm}[/tex]

is not the moment of inertia of the system.

The correct moment of inertia [tex]I[/tex]

is what I wrote in my previous post.

Exactly Right.
So I think we can not trust CM frame and we have to take care when solving problems in CM frame.
 
  • #12
Suppose you had 2 equal point masses, one at r and one at 2 r. The moment of inertia is m rsq + 4 m rsq or 5 m rsq. If I place both masses at the center of mass at 3/2 r, then the moment of inertia is 2 m x 9/4 rsq or 4.5 m rsq. I think this is where the confusion lies?
 
  • #13
cosmosmike said:
Suppose you had 2 equal point masses, one at r and one at 2 r. The moment of inertia is m rsq + 4 m rsq or 5 m rsq. If I place both masses at the center of mass at 3/2 r, then the moment of inertia is 2 m x 9/4 rsq or 4.5 m rsq. I think this is where the confusion lies?
Thanks, I know it but I like to know why the CM method fails here in solving the problem.
 
  • #14
cosmosmike said:
Suppose you had 2 equal point masses, one at r and one at 2 r. The moment of inertia is m rsq + 4 m rsq or 5 m rsq. If I place both masses at the center of mass at 3/2 r, then the moment of inertia is 2 m x 9/4 rsq or 4.5 m rsq. I think this is where the confusion lies?

Yes. Perfectly explained.

hokhani said:
Thanks, I know it but I like to know why the CM method fails here in solving the problem.

The "CM method" does not fail. You can solve the problem from the CM-frame and it will produce the same result.

It is just that you must use the correct moment of inertia with respect to the concrete frame you are using to solve the problem.
 

Similar threads

  • · Replies 1 ·
Replies
1
Views
1K
  • · Replies 2 ·
Replies
2
Views
1K
  • · Replies 1 ·
Replies
1
Views
3K
  • · Replies 4 ·
Replies
4
Views
1K
  • · Replies 2 ·
Replies
2
Views
2K
  • · Replies 8 ·
Replies
8
Views
12K
  • · Replies 24 ·
Replies
24
Views
3K
  • · Replies 19 ·
Replies
19
Views
4K
  • · Replies 15 ·
Replies
15
Views
3K
  • · Replies 22 ·
Replies
22
Views
4K