DDHvi wrote:My last on the pneumatic space tower, unless someone comes up with something good.
Yea. Try reality of simple math. Will calculate several different iterations to "cover the bases" since we are working with words instead of diagrams and parsing your ideas which I gather you got off of space.com popular mechanics, or its ilk who never bother to do simple math either.
1) Wind Shear
2) Dynamic oscillations caused by #1
3) Diameter required would be immense to solve #2 and #5
4) At such an immense diameter, the tensile properties requires are ginormous and the compressive forces insane.
5) Has to be at least aircraft carrier sized to land/launch.
"assume 1000psi". What a load of....
A 1000psi on a diameter of 500 feet is a tidy 6,000,000lbs per linear dimension. Add very basic safety factor due to defects, wear, very basic fatigue and then on top of that: Now add dynamic loads due to wind shear and this force goes up by at least 2 under best case scenario and quite easily 4X or more. So, 12,000,000lbf at below bare minimum that is not even allowed for jet fighters, let alone pretty much a civilian structure.
12,000,000lbs. Lets see, if the best carbon is used. Currently it has a tensile strength of roughly 400,000psi. Great, wonderful, a thickness of "ONLY" 15inches is required in tensile. Of course the opposite side is in compression and its "best" compression properties is a whopping 150,000psi, so it needs roughly 35 inches thick sides. Lovely. Might have gotten a clue by now, why everyone proposes TENSILE space elevators...
Density of Carbon is roughly ~0.1lbs/in^3. So, great, each inch of height on this 1000psi pressure vessel, weighs in at a tidy 300,000lbs at best and reality would dictate a lot worse per inch of height...
Lets see total weight "suspended" by a 1000psi bag 500 feet in dia is roughly 200million lbs. Height proposed: ~750,000inches. AT 300,000lbs/in = 2.25 Trillion lbs.
Which is larger. 225Trillion or 28Trillion.....
28 Trillion is from 500 dia = (250x12)^2(xPI)
Oh yea, I didn't even calculate the bell ends. One is on the ground so, not a problem and the other is the top. Lets just call it free.
The proposal as proposals go is blatantly stupid and does not even come into range of a power of 10 due to reality.
*******************************************************
Actually, I give up, as trying to envision this a different way simply does not work without resorting to density differentials. You can claim to use multiple hydraulic lines(high pressure), but it comes back to:
1) Compression due to wind shear and
2) Your 1000psi hydraulic lines ability to "HOLD" something up is directly proportional to its area. At 1000psi this is not much meaning that your "diameter" of your hydraulic lines must be GIGANTIC which once again, see the first off the cuff calculation up above.
3) Pressure pushing does not take care of #1 and therefore fails simple logic test let alone a calculation as any such calculation would be pointless.