Two things:
1) That's my point in asking "show me a practical example".
2) There's a reason why they aren't. Either you end up with a heavier structure to account for the downsides of the material in question (or the limits of the designer's knowledge) or you have to have so much volume (or awkward geometry) to account for load paths, that it's just simpler to go with a steel rollcage.
Thanks for the points, I appreciate it. I think our reasoning is not very different, but it is taking us to different conclusions.
An example: (All round tubes)
.....What..............................................................Weight............Compressive..........Tensile....... Max column
....................................................................................................Strength.............Strength..... buckling stress
A) 4130 tube, 27"L, Dia: 0.5", Wall: 0.035"............0.39lbs.............545 lbs...............4857 lbs........10,664 lbs
B) 2024 T-3 tube, 27"L, Dia: 0.85", wall: .058"........0.39lbs...........1617 lbs...............8947 lbs........11,206 lbs
Both parts have the same weight, the aluminum part is stronger in all of the ways shown.
C) 2024 T-3 tube, 27"L, Dia: 0.6", wall: 0.06"..........0.27lbs............534 lbs................6311 lbs.........5246 lbs
A designer working in welded 4130 has a minimum wall thickness--it's probably too much to expect an amateur builder to reliably produce good welds with very thin wall tube. And the density of 4130 means that larger diameter tubes (that would give higher stiffness) get prohibitively heavy (again, since we have a min wall thickness driven by the welding requirement).
A designer in AL who needs 525 lbs of ultimate compressive strength
for flight loads can choose Tube B or Tube C--they are the same to him. Tube C does the job well enough and it weighs 30% less than Tube B, so he chooses tube C. Now, Tube B would have been much stronger in buckling and tensile strength than Tube C (in fact, stronger than the steel tube), and this could be important in a crash (where loadings can be high and in directions different from flight loadings). A designer concerned with crash loadings could pick Tube B. And, again, that more crashworthy AL part would weigh no more than the steel one.
Obviously, we need joints, and designs, that are up to the job, too.
I can see how a 4130 steel cabin, designed for flight loads only, could wind up providing better crash protection, as an unintended by-product of the wall thickness requirement, than a lighter AL structure. Similarly, I can see how this minimum conveniently weldable gauge for 4130 provides very strong welded joints without benefit of extensive engineering ("experience shows that . . ."). In this way, 4130 could give good crashworthiness without that being a deliberate design goal. That's great, but how much better could things be if we >did< design for crashworthiness using a lighter, stronger material (aluminum or composites)?
As far as "show me a practical example": I'm
all for looking at what we can learn from existing designs. We should always appreciate the (usually good) logic behind the design of things that already exist (and ask why some things
don't exist). But, if the lack of readily available existing examples was sufficient evidence that an idea was not worthy of consideration, then why design the
Praetorian? I mean, if it were possible to design a plane with more crashworthy fuel systems, a strong occupant cage, good energy management to protect occupants in a crash etc--wouldn't all planes already be that way? I don't think it's impossible to improve on all the things we already have, but "improvement" is in the eye of the beholder--sometimes it is an "improvement" only if our priorities are different from previous priorities.