Tek-Tips is the largest IT community on the Internet today!

Members share and learn making Tek-Tips Forums the best source of peer-reviewed technical information on the Internet!

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

When do you desgin fillet weld or but weld

Status
Not open for further replies.

Thuhuongengineer

Mechanical
Joined
Apr 6, 2013
Messages
68
Location
US
Hi everybody,
We have tubing welded socket (fillet weld) with coupling.
Coupling and tubing were material TP 316L, YS = 41 KSI, TS = 87 KSI.
Welding consumable is ER316L, YS = 390 MPA, TS = 550 MPA.
This joint will be hydrotest at 4200 PIS.
Normally,I know that Fillet weld are designed for piping under the pressure maximum 400 PSI So with this joint socket, I am worried about its design. How can I prove that the design of this joint guarantees the above pressure.
 
Socket welds are routinely used at pressures well above 400 psi. Calculated thickness of pipe and coupling rating define acceptability of design.
 
One caveat from the above. If service is in high cyclic service, butt welds would be recommended.
 
stanweld is right. If you have concerns of weld integrity a SW will not be able to be radiographed, a butt weld can. SW’s are cheaper and often are acceptable, but will only be able to be inspected via visual techniques.
 
Rating of Pipe and coupling have been designed at 6000 PSI. It mean that, this socket weld can be at pressure 4000 PSI when we carry out hydrotest.
 
Status
Not open for further replies.

Part and Inventory Search

Sponsor

Back
Top