An approximate burst pressure for a straight cylinder is:
Pfail = (2)(Su)(t)/D
Where Su is the actual tensile strength and (t) is the actual thickness.
Tensile will govern SA106 B up until around 600F.
If the allowable is (1/3)Su, then the cylinder design pressure is 1/3 of the pressure it will take to burst it.
You would roughly have to double the hydrotest pressure to produce a boundary failure (longitudinal fishmouth opening) in the cylinder, although actual values are a bit higher.
-----Original Message-----
From: <a href="/group/PipingDesign/post?postID=vb0NPt21mYJy6Ba6D-_PcerA6Mc35rW8ySjAyXjnJzEGx5sPxThThwYBgMlNS1hx9RqMQ2ilNaxPYKyfqKbhWp90Y5o">PipingDesign@yahoogroups.com</a> [mailto:<a href="/group/PipingDesign/post?postID=vb0NPt21mYJy6Ba6D-_PcerA6Mc35rW8ySjAyXjnJzEGx5sPxThThwYBgMlNS1hx9RqMQ2ilNaxPYKyfqKbhWp90Y5o">PipingDesign@yahoogroups.com</a>] On
Behalf Of Tomy John
Sent: Monday, August 29, 2005 3:35 AM
To: <a href="/group/PipingDesign/post?postID=vb0NPt21mYJy6Ba6D-_PcerA6Mc35rW8ySjAyXjnJzEGx5sPxThThwYBgMlNS1hx9RqMQ2ilNaxPYKyfqKbhWp90Y5o">PipingDesign@yahoogroups.com</a>
Subject: [PipingDesign] Vessels not failing in hydro test
Hi ,
My question is,
1. Why vessels are not failing in hydro Test, where the pressure is 1.5
times the design pressure.Becauce t=PD/(2*Str)(Hoop stress).
[Non-text portions of this message have been removed]
Yahoo! Groups Links Received on Mon Aug 29 11:27:00 2005
This archive was generated by hypermail 2.1.8 : Tue Mar 04 2008 - 11:40:43 EST