collapse pressure of ellipticle domes
collapse pressure of ellipticle domes
(OP)
I am thinking of using ASME 2:1 elliptical tank heads for the construction of an electronics enclosure which will be submerged to a maximum depth of 1000M. I am seeking a source for the calculation of the yield point from positive pressure applied to the convex side of the head.
Ant help will be appreciated.
Ant help will be appreciated.





RE: collapse pressure of ellipticle domes
RE: collapse pressure of ellipticle domes
RE: collapse pressure of ellipticle domes
This is sort of the standard when going to these depths.
Another approach I've seen used is the reversed head but I don't know the depths it was used at.
RE: collapse pressure of ellipticle domes