Shortening the length of pendulum

  • Thread starter Thread starter Saitama
  • Start date Start date
  • Tags Tags
    Length Pendulum
Click For Summary

Homework Help Overview

The discussion revolves around the mechanics of a pendulum and the effects of shortening its length. Participants explore concepts related to energy conservation, tension in the string, and the implications of small angle approximations in the context of oscillatory motion.

Discussion Character

  • Exploratory, Conceptual clarification, Mathematical reasoning, Assumption checking

Approaches and Questions Raised

  • Participants discuss the conservation of mechanical energy and the role of tension in the system, questioning whether tension does work and how to account for it. There are attempts to express tension in terms of angular displacement and velocity, and to determine how to apply conservation principles at different points in the pendulum's motion.

Discussion Status

The conversation is ongoing, with participants providing insights and suggestions for approaching the problem. Some have noted the importance of considering the average tension and the implications of small angle approximations, while others are still grappling with how to relate changes in energy to the work done by tension.

Contextual Notes

There is a mention of the question being a well-known example in mechanics, which may imply certain assumptions about the system's behavior. Participants are also considering the implications of the problem's constraints, such as the assumption that the string remains tight and the nature of the motion being slow.

  • #31
voko said:
I think the whole idea may be alien to an intro level course which I think Pranav is following.

Yes, I am unaware of this.

I had this problem bookmarked from quite a long time but I finally decided to post it here. The given solution also goes along the lines of averaging (I looked at the solution a year before, I should have the solution bookmarked too, should I post it here?) but since I had trouble understanding what's going on, I had to post it here. I face no problem in finding the average but this method of solving the problem is definitely new to me.
 
Physics news on Phys.org
  • #32
voko said:
Goldstein has it, Landau does not (at least in the volume titled "Classical mechanics"). Another reference is Arnold's Mathematical methods in classical mechanics.

Landau's Mechanics (Vol. 1 of the Course in Theoretical Physics) has a brief treatment in section 49. See https://archive.org/stream/Mechanics_541/LandauLifshitz-Mechanics#page/n161/mode/2up This is not a section to just "jump into"!

Speaking of the graduate level texts, I wonder whether there is a simpler solution, which would not involve averaging? I think the whole idea may be alien to an intro level course which I think Pranav is following.

Yes, It would be nice to see a different way to solve it.
 
  • #33
Tanya Sharma said:
Hello Pranav...

From post #22 ,do you get (-3/4)(dL/L) = (dθmm)

That looks good to me.
 
  • #34
TSny said:
Landau's Mechanics (Vol. 1 of the Course in Theoretical Physics) has a brief treatment in section 49.

Oops, indeed. Not sure how I could miss that :)
 
  • #35
TSny said:
That looks good to me.

But how does Tanya finds this from post #22 which has got a sign error? :confused:
 
  • #36
Pranav-Arora said:
But how does Tanya finds this from post #22 which has got a sign error? :confused:

Good question. Maybe she accounted for the sign error. :smile:
 
  • Like
Likes   Reactions: 1 person
  • #37
Thanks TSny...

Why is work done by tension -TdL ? Is it because the work done by tension is positive and since dL is negative ,we put a minus sign to make term positive ?
 
Last edited:
  • #38
Yes, that's right.
 
  • #39
Okay...another thing I wanted to ask is shouldn't the ESHM = y + (1/2)mgLθm2 since we have chosen reference point to be the floor?

It is another thing that it won't make a difference .
 
  • #40
The energy in SHM is (1/2)mω2A2 where ω = √(g/L) .This gives SHM energy (1/2L)mgθm2 .

But it should be (1/2)mgLθm2 .

Why this apparent contradiction ?
 
  • #41
Tanya Sharma said:
Okay...another thing I wanted to ask is shouldn't the ESHM = y + (1/2)mgLθm2 since we have chosen reference point to be the floor?

It is another thing that it won't make a difference .

I'm not sure I understand your question. Are you asking about why I wrote the energy as given in post #19?
 
  • #42
Tanya Sharma said:
The energy in SHM is (1/2)mω2A2 where ω = √(g/L) .

This is valid if the amplitude A is a spatial distance (having dimensions of length). But it's not valid if A represents an angular amplitude.
 
  • Like
Likes   Reactions: 1 person
  • #43
TSny said:
This is valid if the amplitude A is a spatial distance (having dimensions of length). But it's not valid if A represents an angular amplitude.

Okay...Thanks for clearing my misconception .Is there a standard result like (1/2)mω2A2 when we are dealing with angular displacements ? Or we have to derive the result according to the problem .

TSny said:
I'm not sure I understand your question. Are you asking about why I wrote the energy as given in post #19?

Sorry for being unclear . I will come back to this question later .

Please check my understanding...How do we derive ESHM ?

ESHM = Gravitational potential energy at the maximum displacement .So considering reference to be the lowest point of the pendulum ,GPE at θm = mgL(1-cosθm) .Now we approximate the function .

Is it correct ?
 
  • #44
Tanya Sharma said:
Is there a standard result like (1/2)mω2A2 when we are dealing with angular displacements ? Or we have to derive the result according to the problem .

I guess a fairly general expression for the energy of angular SHM would be E = (1/2)Iω2Θm2 where I is the appropriate moment of inertia.

Please check my understanding...How do we derive ESHM ?

ESHM = Gravitational potential energy at the maximum displacement .So considering reference to be the lowest point of the pendulum ,GPE at θm = mgL(1-cosθm) .Now we approximate the function .

Is it correct ?

Yes, I believe that's right.
 
  • Like
Likes   Reactions: 1 person
  • #45
TSny said:
I guess a fairly general expression for the energy of angular SHM would be E = (1/2)Iω2Θm2 where I is the appropriate moment of inertia.

Excellent .

TSny said:
Yes, I believe that's right.

TSny said:
In the small angle approximation, the energy of the system is E = ESHM + mgy where y is the height of the lowest point of the swing above the floor. Like any SHM, you should be able to express ESHM in terms of the amplitude of the motion. Then consider dE for a small change in length dL of the pendulum and relate it to the work done by the tension.

Now,back to my question in post#39 .In post#19 ,we chose reference of GPE to be at floor but while calculating Total energy of SHM ,we chose reference to be at the lowest point of the pendulum.

How are we considering two references simultaneously for calculating GPE?
 
Last edited:
  • #46
Tanya Sharma said:
Now,back to my question in post#39 .In post#19 ,we chose reference of GPE to be at floor but while calculating Total energy of SHM ,we chose reference to be at the lowest point of the pendulum.

How are we considering two references simultaneously for calculating GPE?

I think we always used the frame of reference in which PE of gravity is measured from the floor. So, E = mgy + ESHM.

Here, ESHM includes only the PE due to height above the lowest point of the oscillation while mgy takes into account the height of the lowest point of the oscillation above the floor. So, together we account for the total PE relative to the floor.

The mgy term cancels out later on when setting up dE = -TdL. See post #14 for the expression of the average tension force. Thus, dE has a term mg(dy) while the work -TdL has a term -mg(dL) = -mg(-dy) = mg(dy).
 
  • Like
Likes   Reactions: 1 person
  • #47
Thank you very much TSny .You are simply brilliant.

Thanks Pranav for putting up an excellent question .Your follow up with the problem has been remarkable.
 
  • Like
Likes   Reactions: 1 person

Similar threads

  • · Replies 20 ·
Replies
20
Views
2K
  • · Replies 5 ·
Replies
5
Views
916
  • · Replies 1 ·
Replies
1
Views
1K
Replies
1
Views
1K
  • · Replies 3 ·
Replies
3
Views
2K
  • · Replies 9 ·
Replies
9
Views
2K
  • · Replies 5 ·
Replies
5
Views
1K
  • · Replies 4 ·
Replies
4
Views
4K
Replies
13
Views
2K
Replies
2
Views
1K