Comment by ash | Hacker News Reader

Comment by ash | Hacker News Reader

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I've already quoted it in my very first comment in this thread.

You could argue that writing "pillars which constrain the tube in the vertical direction but allow longitudinal slip for thermal expansion" and "slip joints at stations…" is not detailed enough. I've concluded this "longitudinal slip" means some kind of linear bearing on top of each pillar, where straight tube could slowly move without constraints in the direction of the cumulative thermal expansion, while being constrained vertically.

      v    v
    -------------
     tube
    -------------
      ^    ^
      |    |
      |    |

After thermal expansion:

      v    v
    -------------
            tube
    -------------
      ^    ^
      |    |
      |    |

(Note how "tube" sign written on the tube has moved past two pillars.)

Leancrew author missed the "longitudinal slip" part, because most of the article proves that thermal expansion accumulates. Of course it does! Thus the "longitudinal slip" solution.

Yes, Hyperloop paper could be more detailed and more clear. Indeed, it confused leancrew author.

Do you anyone knowledgable (in mechanical engineering?) who could comment on "longitudinal slip" solution? How feasible is it?

> You could argue that writing ... is not detailed enough.

Indeed.

> How feasible is it?

Not even remotely feasible. You would need to have bearings at each column. Friction slip joints would introduce way too much stress.

Remember: the tube is not only moving hundreds of meters at the ends, it's moving >>1m along (very nearly) its entire length.

> Not even remotely feasible. You would need to have bearings at each column. Friction slip joints would introduce way too much stress.

That's the kind of discussion I'd love to have! Of course, you need linear bearings [1] at each column. But what kind of bearings? Ball or roller bearings? [2] Plain/solid bearings? [3] Something else? What are the forces the tube would produce while expanding? What would be the linear expansion speed? What bearings would be able to sustain those speeds and forces? Would the tube and the pillars be able to sustain them? Do bearings with necessary parameters even exist? How expensive would they be? So on and so on.

Unfortunately, I haven't seen such discussion yet. I could try doing the calculations myself (starting at [4], for example). But I'm afraid I would make some silly newbie mistake in the process.

> Remember: the tube is not only moving hundreds of meters at the ends, it's moving >>1m along (very nearly) its entire length.

Yes, of course the tube is moving by hundreds of meters along most of its length. The questions are: how fast? with what load against the pillar?

[1]: https://en.wikipedia.org/wiki/Linear-motion_bearing

[2]: https://en.wikipedia.org/wiki/Ball_bearing

[3]: https://en.wikipedia.org/wiki/Plain_bearing

[4]: http://www.pbclinear.com/Blog/Calculating-PV-for-a-Plain-Bea...

These are the questions that would need to be answered by a hyperloop proponent, not me. The burden of proof is on the person making the claim. The only claim I'm making is that no one has proposed a solution. The two sentences that the Hyperloop white paper devotes to this issue is not a solution.

But what the hell, I need to get my mind off politics, let's do the math.

The fatigue limit stress for steel is about 200MPa. You'd want a 50% safety margin, so let's limit it to 100MPa (which also make the math a little easier). The maximum stress is in the middle of the run, where you are pushing or pulling against N/2 pylons on both sides. Pylons are spaced every 30m. LA to SF is ~450 km. Let's call it 300 to make the math easier. So that's 30k pylons.

There are two different tube designs: passenger only, and passenger plus vehicle. Let's just do passenger only. The tube diameter is 2.23m with a wall thickness of 20-23mm, so the cross-sectional area of the steel is 0.14-0.16 m^2. Let's call it 0.15. So the maximum tensile load we can tolerate is 15 mega-newtons, or about a kilonewton of differential stress per pylon.

The mass of the tube segment borne by each pylon is 0.15 x 30m x 8000kg/m^3 (density of steel) = 36 tons. The weight of this segment is about 350 kilonewtons. So you'd need a coefficient of friction no greater than 1/350. Interestingly, that seems to be just about what you can get out of an industrial roller bearing, so there is no way that you can get anywhere close to that from a sliding bearing.

I wasn't able to find cost figures for roller bearing capable of handling a 36 ton load. I'm sure they exist. I'm equally sure that they're pretty frickin' expensive and require a lot of maintenance.

Wow, your calculations are totally awesome (and seem correct)!

It looks like our estimation of "Hyperloop thermal expansion problem solution" feasibility now comes down to your last sentence:

> I wasn't able to find cost figures for roller bearing capable of handling a 36 ton load.

I don't know, railroad car steel wheel? Max load per axle for train cars: 26 - 40 ton. Searching on alibaba.com for "train car wheelset" and "train car bogie" never comes up with more than $2500 per piece. Maintenance seems doable, if we look at millions of train car running around the planet.

> These are the questions that would need to be answered by a hyperloop proponent, not me. The burden of proof is on the person making the claim. The only claim I'm making is that no one has proposed a solution. The two sentences that the Hyperloop white paper devotes to this issue is not a solution.

Yeah, I agree with that sentiment. Luckily, we are not the people making an actual practical decision on Hyperloop. Like you said, we are just trying to get our minds off politics.

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