non-uniform pressure on a flange
non-uniform pressure on a flange
(OP)
I'm analyzing a spool, and would like to load the flange with a pressure starting at 70 psi, reducing to 0 psi at the end of the flange. Is it possible to use a polar coordinate system to define the load? If not, does anyone have any idea what the cartesian equation would look like?






RE: non-uniform pressure on a flange
Just can't imagine a piping flange where I'd prefer to use a spherical coordinate system...
jt
RE: non-uniform pressure on a flange
I actually figured this out since I wrote, but thanks again for looking at it.
RE: non-uniform pressure on a flange
jt