RonJeremy
Mechanical
- May 12, 2008
- 24
Hello,
I'd be very interested to read your opinions about good practice in the design of a FTS exchanger with a thick walled expansion joint.
Is it acceptable for it be used as the limiting component in MAWP? If so, what is the procedure for calculating MAWP of the element?
I ask because the maximum shellside pressure that a bellows can take depends on numerous conditions including tubeside pressure (for Pt'), temperature difference between shell and tube (for Pd), and even design number of cycles. ALternatively, would it be preferable to calculate AWPs for all the other components and then to run a calculation of the bellows expansion joint using the shellside and tubeside MAWPs as the design pressures?
The problem is a bit like the old thing about MAWP of opening and cone-to-cylingder reinforcement, isn't it?
Thanks for your comments.
Regards,
Chuck Norris
I'd be very interested to read your opinions about good practice in the design of a FTS exchanger with a thick walled expansion joint.
Is it acceptable for it be used as the limiting component in MAWP? If so, what is the procedure for calculating MAWP of the element?
I ask because the maximum shellside pressure that a bellows can take depends on numerous conditions including tubeside pressure (for Pt'), temperature difference between shell and tube (for Pd), and even design number of cycles. ALternatively, would it be preferable to calculate AWPs for all the other components and then to run a calculation of the bellows expansion joint using the shellside and tubeside MAWPs as the design pressures?
The problem is a bit like the old thing about MAWP of opening and cone-to-cylingder reinforcement, isn't it?
Thanks for your comments.
Regards,
Chuck Norris