> Elbolets (I assume you are referring to an elbolet) are odd creatures
> and I doubt that any programs cover this fitting.
>
> Do you *really* need an elbolet (or if I am misunderstanding, a WOL on
> an elbow)?
I've been followingthis discussion for a while, and I suspect that all
that's needed is a value for the classical stress intensification factor
used in all classic piping analysis. Like the value associated with tees
and laterals. The SIF is usually built into the element formulation along
with the stiffness correction. Given that the fitting includes a fillet
reinforced butt weld I really don't think FEA is going to tell you
anything valuable after you have made all the necessary guesses about the
weld contour, metallurgy and residual stress. A SIF value obtained from
testing will take all of this into account. I've been doing FEA for about
30 years, and I think trying to model a welded connection like that
explicitly is an exercise in futility.
Looking at the construction at the Bonney Forge web site (Elbolet is a Bonney trade mark, not a generic name, BTW.) <http://www.bonneyforge.com/specs/branch/elbolet.cfm> it looks to me that the stress distribution is pretty much the same as a single welded coupling welded into a larger pipe. You can probably get guidance from the manufacturer or perhaps from a good handbook on piping stress analysis.
Do a Google search on Elbolet and get in touch with some distributors. This web site has some chatter on the subject <http://www.eng-tips.com/gviewthread.cfm/lev2/16/lev3/58/pid/378/qid/71234>
Christopher Wright P.E. |"They couldn't hit an elephant at <a href="/group/PipingDesign/post?postID=3S4YLUzfIZFuwAfFdD8nIVO5Uv80jtb_yqMTSuPZM9d58h2wXG45xx65jjM9YZcoXCXH3Ksh1ITjiChj9Q">chrisw@skypoint.com</a> | this distance" (last words of Gen.
___________________________| John Sedgwick, Spotsylvania 1864)<a href="http://www.skypoint.com/~chrisw">http://www.skypoint.com/~chrisw</a> Received on Tue Mar 30 13:40:00 2004
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