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#16
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Re: Andymark Churros
I believe our drive train team used the churros for all the axles in our octanum modules (2 per module). I do not recall seeing any fail. The holes in the ends were handy for holding the modules together. Please keep in mind that these axles were not cantilevered. They were always supported on both sides of the wheels with hex bearings.
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#17
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Re: Andymark Churros
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Or you could just test it and see what happens. Both are totally valid. |
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#18
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Re: Andymark Churros
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#19
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Re: Andymark Churros
Were they live axles, actually transmitting torque? That's the twizzler-inducing situation that people are worried about.
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#20
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Re: Andymark Churros
Yes, they were live axles. The drive train team may have used the churros so they would not have to wait to get the proper hex shaft material. I don't recall them having the "twizzler" problem but I can understand that it could happen. We may just be lucky.
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#21
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Re: Andymark Churros
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With a WCD you have traction wheels being cantilevered, the shaft has to deal with axial and radial loading. Sure all shafts have to deal with this in some regard, but in a WCD the wheel(which is acting like a lever) transfers it directly to one side of the shaft, instead of evenly distributing it between both. This is when these forces become a problem. I busted out my paint skills to illustrate what this looks like on a wcd with live axles. ![]() Last edited by AndreaV : 05-08-2014 at 15:09. |
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#22
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Re: Andymark Churros
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Simplistically, a cantilevered axle sees six times the bending stress compared to a axle (beam) fixed on both sides. I would surprised if AM churro survived as a cantilevered axle for very long because of its low XC area and relatively poor material properties compared to 7075T6. I would also be surprised if the shaft failed in torsion instead of bending. |
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#23
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Re: Andymark Churros
Polar moments of inertia:
Code:
AndyMark 1/2" churro tube .00535 in^4 [Solidworks] VexPro 1/2" round tube .00570 in^4 [Shigley 8th ed. Table A-18] 1/2" round shaft w/ 1/8" keyway .00570 in^4 [Solidworks] 1/2" round bar .00614 in^4 [Shigley 8th ed. Table A-18] 1/2" hex bar .00752 in^4 [Wikipedia] Last edited by Nate Laverdure : 05-08-2014 at 17:55. |
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#24
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Re: Andymark Churros
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#25
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Re: Andymark Churros
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Last edited by Greg Woelki : 05-08-2014 at 16:57. |
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#26
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Re: Andymark Churros
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The polar moment of area is only useful in terms of torsional rigidity. The torsion constant requires a much more complex formulation (the Prandtl membrane analogy). It is only identical to polar moment of area for circles. Then, you have to use the modulus of rigidity (G) of the material and the distance from the central axis to the outer-most point to determine the shear stress. and compare this to the maximum allowable shear stress of the material. The dimpled sides of the churro profile actually make it incredibly weak in torsion compared to a solid section or even a full hexagon with a hole in the middle. The membrane or "soap bubble" analogy lets you have a bit of understanding as to how rigid something is in torsion. If you imagine a membrane or soap bubble is attached to the outside edges and the membrane is inflated the volume is analogous to the torsion constant of the section. If there are open sections that are completely contained, the membrane is "flat" in that area. This is why a thin walled tube is very strong in torsion compared to a 359 degree non-closed section. tl;dr - science says churros are weak in torsion. |
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#27
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Re: Andymark Churros
Nothing beats Andy Bakers Churros... Nothing!
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#28
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Re: Andymark Churros
it's great that someone has actually posted the equations for torsion, but I want to weigh-in and agree with the churros being the 'worst shape' for transmitting torsion.
In an engineering class somewhere along the line, I learned the 'membrane analogy' http://en.wikipedia.org/wiki/Membrane_analogy for torsion in a shaft. Essentially, the calculus is the same for an imagined 'membrane' (think square of latex of a balloon) that's stretched over the end of the shaft. So if you could stretch a balloon over the end of the shaft and then air it up, if it holds alot of air then the shaft will withstand alot of torque. But if the shaft has cuts in it--like a churro--then it won't hold much air and hence not much torque. This is also true for shafts that have been through-drilled with a pin--if you do that, you cut the torsional limit to about half to a third of what it would've been. Also shows how keyways and/or splines are good because they transmit torque without hurting the torsional limit of the shaft very much. Also, in the membrane analogy, if you air up the balloon-stretched over the end, the slope of the transition indicates stress. If it produces gentle-slow changes in slope, these indicate the stress will be even. If you stretched the balloon over a churro, the slope in the vee-grooves would be very steep, indicating high stress. This also shows how if you use a square-section for torsion, the failure will be in the middle of the sides, not at the corners. Will it fail? I don't know--it would be difficult to estimate the loading. Is it a bad shape? yes. |
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#29
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Re: Andymark Churros
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There are a multitude of reasons churro tube is bad for a cantilevered axle, most of which have been touched on already. The profile shape is atrocious in torsion, which means your shaft will twist and possibly snap under heavy drivetrain loads. The material is 6063 aluminum, which generally has a lower yield strength than even 6061 aluminum. I suspect you would also have problems with bending or transverse shear loads, especially since the shaft has a giant clearance hole going all the way through it. Quote:
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To share a story, 2791 used 6061 hex stock to make drive axles in 2011, and we had numerous failures. Both center drive axles failed halfway into our first event. One center axle, if I recall correctly, actually stripped itself from hex to a rounded profile. Another split in half in an apparent torsion + shear failure. These were solid 6061 axles without intermediate snap ring grooves or other stress risers. Quote:
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#30
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Re: Andymark Churros
I also want to weigh-in on the 'build it and see if it breaks' philosphy that's being encouraged here.
That is NOT SCIENCE. What Science IS is using previous observation to determine what will happen deductively. The reason we engineers make books of statistics about materials and books of equations about stresses is because science works. If we design something that will work because we've used science, we've taught the kids the value of STEM. if we design something with the guess that it might break or might not, then we didn't teach math, we didn't teach use of historical empirical statistics and instead we've taught 'trial and error.' Not a good way to be an engineer. Don't get me wrong, I was a 'farmboy' and stuff on a farm is most always pushed till it's about to break--or does. Seeing how stuff breaks is a great learning experience and I recommend it. But engineering --doing the math--works better in the real world and I think that's what we're supposed to be teaching the kids. |
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