Mar 8, 2012 #1 stressfan Petroleum Joined Apr 1, 2009 Messages 9 Location US My project specify a Lateral Vesselet for branch connections to a flare header. Is a Lateral Vesselet stronger than a BF Latrolet? Is there a way I can determine the SIF for a Lateral Vesselet? Thanks.
My project specify a Lateral Vesselet for branch connections to a flare header. Is a Lateral Vesselet stronger than a BF Latrolet? Is there a way I can determine the SIF for a Lateral Vesselet? Thanks.
Mar 18, 2012 #2 richay Mechanical Joined Apr 17, 2000 Messages 246 Location US The piping codes B31.1/B31.3 (and their SIF equations) don't address laterals. You have two options: 1) Ask the vendor of the fitting, or 2) Perform your own FEA to determine these values. Richard Ay Intergraph CAS Upvote 0 Downvote
The piping codes B31.1/B31.3 (and their SIF equations) don't address laterals. You have two options: 1) Ask the vendor of the fitting, or 2) Perform your own FEA to determine these values. Richard Ay Intergraph CAS
Mar 18, 2012 Thread starter #3 stressfan Petroleum Joined Apr 1, 2009 Messages 9 Location US Thank you Richard. Upvote 0 Downvote