How does friction affect the force distribution in a wedge?

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Discussion Overview

The discussion revolves around the mechanics of wedges, specifically how friction influences force distribution within a wedge. Participants explore theoretical aspects, vector resolution, and the implications of varying wedge angles and friction conditions.

Discussion Character

  • Exploratory
  • Technical explanation
  • Debate/contested
  • Mathematical reasoning

Main Points Raised

  • One participant claims that the force exerted by a wedge can exceed the input force when the wedge is thinner, while others assert that the maximum force is equal to the input force.
  • There is a discussion about the effect of the wedge's movement on force distribution, with one participant suggesting that the horizontal force will always be greater unless the angle exceeds 45 degrees or friction is involved.
  • A participant proposes a force balance approach for a symmetric wedge, emphasizing the need to resolve contact forces into vertical and horizontal components.
  • Another participant expresses confusion regarding the angle notation used in the wedge's geometry and calculations.
  • Concerns are raised about the accuracy of free-body diagrams, particularly regarding the direction of force vectors and the representation of reactionary forces.
  • There is mention of how different conditions, such as the presence of friction or changes in wedge geometry, can alter the load distribution.
  • One participant discusses the relationship between friction and the resultant force, suggesting that increased friction reduces lateral forces exerted by the wedge.

Areas of Agreement / Disagreement

Participants express differing views on the maximum force achievable by a wedge and the role of friction in force distribution. The discussion remains unresolved, with multiple competing perspectives on the mechanics involved.

Contextual Notes

Participants note that the analysis may depend on specific assumptions, such as the absence of friction or the symmetry of the wedge. The implications of different angles and conditions on force distribution are also highlighted as areas requiring further exploration.

MatsNorway
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Hi

I have the last days had lots of discussion about wedges on work. All of my collegues claim that the higest force your able to get out of a wedge is the one you put in on the top. While i claim that the wedge can push more to the side the thinner it is.

To simplify matters we say no friction on any surface.

My issue is that i can`t get a good source on how to do the vectors on the wedge.

Initial thread on my regular forum.
http://forums.autosport.com/index.php?showtopic=181135

My only decent source.
http://en.wikipedia.org/wiki/Wedge_(mechanical_device)
 
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Does it even matter if the wedge is moving?

The Force in x direction will allways be bigger surely.. Unless the angle is greater than 45 degrees or there is friction in play.

I found a ton of articles on it.http://hyperphysics.phy-astr.gsu.edu/hbase/mechanics/incline.html

http://www.ehow.com/how_6544271_calculate-mechanical-advantage-wedge.html

http://www.accessscience.com/abstract.aspx?id=743200&referURL=http%3a%2f%2fwww.accessscience.com%2fcontent.aspx%3fid%3d743200

http://www.accessscience.com/loadBinary.aspx?aID=5067&filename=743200FG0010.gif http://www.crsep.org/PerplexingPairs/SimpleMachinesPart5.Aprl01.pdf“A knife cutting butter functions in the same way. You push downward on the top of the butter
with a knife. The butter is not crushed under the edge of the knife, it is pushed apart into two
pieces as the knife moves through it.”

http://weirdrichard.com/wedge.htm Every article talks about ratios.. I think there should be some about the graphical way of doing it. Its not like all wedges are perfectly straight. or a simple wedge shape.
 
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Assume that the wedge is symmetric about its center plane and the included angle of the wedge is 2θ. Assume that the wedge has penetrated an arbitrary distance into the work, and that the work is in contact with the wedge over the length of penetration. Do a force balance on the wedge. Since you are assuming no friction, the contact forces of the work on the wedge are perpendicular to the wedge surface. Resolve these forces into components in the vertical and horizontal directions. Set the sum of these components equal to the applied vertical force. See what you get.
 
Symmetrical wedge. The 2θ i don`t get/understand what is.

The way i read you makes me think its this one. (its a wedge with a stripe in the middle) i calculated only one side. with half the total angle of the wedge. 20degrees total.
http://dl.dropbox.com/u/72823890/1289_001.pdf
 
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Yes. That's what I had in mind.

Chet
 
You claim my setup on that wedge is correct? everything?

Is there any situasjon the loads would split in a different manner? movement etc?
 
MatsNorway: Your solution in the attached file in post 5 currently appears correct.

The only minor "mistake" is, you should reverse the direction of the arrowheads on your F2, F3, Fx1, and Fx2 force vectors. Why? Because your free body currently appears to be the wedge.
 
MatsNorway said:
You claim my setup on that wedge is correct? everything?

Is there any situasjon the loads would split in a different manner? movement etc?

You were interested in the basic picture, and this is it. I can't possibly think of all the other possible situations that you might think up. For example, if you add in friction, the results change. If you tilt the wedge the results change. If you change the basic geometry of the wedge the results change. If you do it under water, the results change. You get the idea. Your question is too general.
 
  • #10
nvn said:
MatsNorway: Your solution in the attached file in post 5 currently appears correct.

The only minor "mistake" is, you should reverse the direction of the arrowheads on your F2, F3, Fx1, and Fx2 force vectors. Why? Because your free body currently appears to be the wedge.

Why? is it wrong to display the reactionary forces? This is the forces the wedge is giving out.

Counter forces should be separate i think.

But thank you
 
  • #11
MatsNorway: You chose the wedge to be your free body, in your free-body diagram. In a free-body diagram (FBD), one shows the forces acting on the free body. When you do this, if the object is in equilibrium, then the summation of horizontal forces will equal zero, the summation of vertical forces will equal zero, and the summation of moment will equal zero.
 
  • #12
One of my collegues just came to me and said he had been thinking about it. And he agrees now so I am very happy. He also displayed how you go about getting the moment to zero. Pick a point and work around that basically. I am going to throw this in everyones faces now.

Thank you for you help everyone.

I think these two are close to how they should be. Main input force and the forces needed to keep it in steady state.

http://dl.dropbox.com/u/72823890/1299_001.pdf

http://dl.dropbox.com/u/72823890/1300_001.pdf
 
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  • #13
MatsNorway: Nice work. Your solutions in both attached files in post 12 currently appear correct. I usually like to also write out the fundamental equilibrium equations. Below is the summation of vertical (V) forces, and the summation of horizontal (H) forces.

∑ V = 0 = -F1 + F2.
Therefore, F2 = F1.
But F2 = Fh*sin(θ).
Therefore, Fh = F1/sin(θ).

∑ H = 0 = Fxv - Fxh.
Therefore, Fxv = Fxh.
But Fxh = Fh*cos(θ).

Therefore, Fxh = Fh*cos(θ) = [F1/sin(θ)]*cos(θ) = F1/tan(θ) = (10 N)/tan(20 deg) = 27.5 N.
 
  • #15
http://dl.dropbox.com/u/72823890/1363_001.pdf

So now I am curious about friction. I have reasoned that the friction angle is a handy thing. I think it should be doable to subtract its angle from one of the sides of the triangle of forces. As suggested in the pdf above. the dotted lines are the resultant force with the friction added. the bigger the friction the smaller the force to the side. And if the friction is small enough. you get no side forces.
 
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