Chimney Falls: Why & Where? What's the Mystery of Gravity?

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Discussion Overview

The discussion centers around the dynamics of falling chimneys, particularly focusing on why they tend to break during a fall, where the break occurs, and the phenomenon of the chimney's base potentially "hopping" into the air. Participants explore the mechanics involved in the collapse of both solid concrete and brick chimneys, considering factors such as construction materials, internal stresses, and external forces like wind resistance.

Discussion Character

  • Exploratory
  • Technical explanation
  • Debate/contested

Main Points Raised

  • Some participants propose that the break in a falling chimney typically occurs due to the inability of the structure to withstand side-to-side forces, leading to a snap at a certain point along its length.
  • Others suggest that the characteristics of the chimney's construction significantly influence its behavior during a fall, with solid concrete and brick chimneys potentially acting differently.
  • A participant raises the question of how the base of the chimney can "hop" into the air during free fall, attributing this to internal stresses caused by gravitational acceleration and wind resistance.
  • Another participant theorizes that the "hop" may be related to transverse waves generated as the chimney impacts the ground, drawing a parallel to comedic falls where feet rise as the body falls.
  • A later reply discusses a simulation of a collapsing chimney, indicating that the bottom of the chimney experiences a negative force just before impact, suggesting a tendency to "hop" due to the dynamics of the falling structure.

Areas of Agreement / Disagreement

Participants express multiple competing views regarding the mechanics of falling chimneys, particularly concerning the causes of breaks and the nature of the "hop." The discussion remains unresolved with no consensus reached on these points.

Contextual Notes

Participants note that the discussion is limited by assumptions about chimney construction and the specific conditions under which the fall occurs. The exact mechanics behind the "hop" phenomenon and the forces at play are not fully clarified.

Who May Find This Useful

This discussion may be of interest to those studying structural engineering, physics of motion, or anyone curious about the dynamics of falling objects and material behavior under stress.

Khaled332
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When a tall chimney falls, it usually breaks in two at some point along its length. Why doesn’t it fall in one piece? Where will the break occur? Will the chimney bend towards or away from the ground after the break? If the chimney does not break, something even stranger may occur: the base of the chimney may hop into the air during the fall. How can it do this seemingly against gravity?
 
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The characteristics of a chimney falling will be very dependent on its construction. A solid concrete one can act way different than a brick one (I'm assuming you're talking about factory-sized ones, not house-sized).

I'm not sure what you mean about the "hop". Can you be more descriptive about a specific instance?
 
I am talking about factory sized chimneys indeed, and I am wondering how BOTH solid concrete chimney and brick chimney would act when they fall. When the base of the chimney hops into the air during free fall I am thinking that wind resistance and gravitational accelration causing large internal stress result in the chimney breaking before it even makes an impact on the ground. Thanks
 
Khaled332 said:
I am talking about factory sized chimneys indeed, and I am wondering how BOTH solid concrete chimney and brick chimney would act when they fall. When the base of the chimney hops into the air during free fall I am thinking that wind resistance and gravitational accelration causing large internal stress result in the chimney breaking before it even makes an impact on the ground. Thanks

I still have no idea what you are talking about on this "hop" thing.
 
do you have some videos that show some examples?
 
The 'hop' must be something to do with a (transverse) wave that is set up as the chimney hits the ground progressively along its length.
When comic actors fall over backwards, their feet always go up in the air, too.
 
Khaled332 said:
When a tall chimney falls, it usually breaks in two at some point along its length. Why doesn’t it fall in one piece? Where will the break occur? Will the chimney bend towards or away from the ground after the break? If the chimney does not break, something even stranger may occur: the base of the chimney may hop into the air during the fall. How can it do this seemingly against gravity?
Chimneys are built to withstand great compressive forces along their length, but not that strong of the side-to-side forces. When it falls over, to move at constant angular velocity along its entire length, the end of the chimney must experience much greater acceleration than the middle, and the bottom is almost stationary. This puts the stress on the chimney as if the middle is being pulled down, while the top and bottom are being pulled up. So no wonder that the chimney snaps more often than not.

The hop part is trickier, I have a thought on this, but I'm going to need to write it up and see if what I think happens actually makes any sense.
 
Ok, this took a while, so I hope it helps clear it up a little.

Keeping in mind that the chimney does break in half, let's model it as two rigid halves connected by a joint. The joint will be allowed to rotate freely to simulate breaking point. Keep in mind that this will greatly exaggerate the result. So the first image attached is an animation showing the simulated tower collapsing. Tendency to snap in half is absolutely clear. Second image is the plot of the force required to support the tower at the base. The initial spike is from the model settling in. From there, the force stays fairly level for a while, and then decreases as the tower leans and collapses. Finally, right before the tower crashes into the ground, something interesting happens. The force goes negative. That means that the bottom of the tower tries to "hop" into the air, and my constraint, requiring that the tower stays planted, is not letting it.

It's not perfectly clear to me why this happens. I suspect, the top half pressing down on the far end of the bottom half causes this, but I'm not sure how the top half ends up moving in such a way as to cause that. Either way, this is purely an outcome of tower segments being fairly rigid and interacting with each other.
 

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Thank you so much K^2 your knowledge is much appreciated.
 

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