Eng-Tips is the largest engineering community on the Internet

Intelligent Work Forums for Engineering Professionals

  • Congratulations waross on being selected by the Tek-Tips community for having the most helpful posts in the forums last week. Way to Go!

How to calculate head plastic buckling pressure during the hydro test

Status
Not open for further replies.

acbdcl

Marine/Ocean
May 1, 2002
10
0
0
BR
I need a formula to calculate the plastic buckling pressure for a torispherical and an ellipsoidal heads.
What is ECCS formula for this plastic buckling pressure ?
 
Replies continue below

Recommended for you

Steve

ECCS is European Convention for Constructional Steelwork and published the following document:
- "Buckling of Steel Shells, European Recommendations", 1988.

I need calcute the stress during hidro test for an ASME vessel. The formulas of ASME code (Addenda 2003), for torisherical heads, overestimate stress in this condition.
 
Harvey's "Pressure Component Construction" Ch. 2.6.4 has a section on this. Basically, if axis ratio a/b > 1.42, this can be a problem.

It makes quite a memorable sound when it goes, too [as in "what the #$%%#@ was that?"].

We had one once on a "non-code" [as in "it doesn't have to be engineered, it's less than 15psi"] tank with shallow, thin ends ("to save $$"). The shop boys were leak testing the pipes, with city pressure in/ a partly open ball valve on the outlet for back pressure. A loud Boinnngggg resounded throughout the shop. The tank knuckle-buckle looked just like the picture in Harvey. Funny how the immutable laws of physics hold true, even when managers hold a meeting & decide they don't apply. "Get out the fender tools, boys!!" ;-)
 
acbdcl

The pressure vessel design book by H Bednar has a formula for calculating the collaps pressure in dished ends.

Bogu
 
Status
Not open for further replies.
Back
Top