High Temperature Pipe Stress
High Temperature Pipe Stress
(OP)
I am a ME with a consultant firm and I have built a few CAESAR models but still feel like every project is my first one because they have all been so different. This time I am working on a combustion gas system, and we are reusing part of the combustion gasses from the furnace to preheat sweep gas for the process side of a piece of equipment. It is a NPS4 316L SS line and my design temperature is 1300°F and low pressure (<1 psig). My CAESAR II pipe stress model is failing in the SUS case because the hot allowable stress is very low, 3.5ksi according to B31.3 Appendix A. I have supports placed fairly close together, but the model is still failing in the SUS case just from the weight of the pipe+insulation because Sh is so low. Has anyone worked with this high temperature line before and could provide some insight here on how to support high temperature gas lines. My line is NPS 4 with 6.5" of insulation, so a pretty small line. Thanks in advance!
RE: High Temperature Pipe Stress
As you know, it has severe high temp stress limits.
The high temperature expansion stress alone is greater than the allowable stress at 1300F.
Spacing supports at 100mm will not solve that issue.
You must change the material, or revise the pipe configuration until there is virtually no temperature stress.
--Einstein gave the same test to students every year. When asked why he would do something like that, "Because the answers had changed."
RE: High Temperature Pipe Stress
See e.g. these suggested materials
https://www.lbf-technik.de/en/gallery/our-services...
Remember - More details = better answers
Also: If you get a response it's polite to respond to it.
RE: High Temperature Pipe Stress
You can also look into increasing the pipe thickness however that can only get you so far.
Did your stress model pass the EXP load case ?
At one of the facilities that I have worked at, there were 304H SS piping designed to 1200 degF. However, those lines were NPS16 and NPS8 with thicknesses around 1".
RE: High Temperature Pipe Stress
Without knowing the pipe routing and constraints, it's hard to tell what's going wrong and what can be improved. However, not using any spring hanger (at least, you dint mention) seems like a first hint your supporting idea may be incorrect.
Ive recently done a stress analysis of system at 2000 deg F (almost 0 pressure), and sustained was an issue as well. The allowable I have was < 1% of the ambient allowable for some load cases.
Also, high temp pipe stress is not an easy task. You mentioned you've built a few CII models, which seems to indicate you're not a senior piper yet? There;s a lot of interesting reading here on ET, but also in literature, on high temperature stuff. Google this, and read a.o. these;
https://www.eng-tips.com/viewthread.cfm?qid=383570
https://www.eng-tips.com/viewthread.cfm?qid=358750
https://www.eng-tips.com/viewthread.cfm?qid=182922
A lot of JohnBreen's post are a huge treasure of knowledge (link).
Furthermore I can highly recommend a copy of "Analysis of ASME Boiler, Pressure Vessel, and Nuclear Components in the Creep Range", which also discusses high temp pipe stress. Bear in mind that high temp pipe stress is not a read and understand topic, but at least this will give you some food for thought and will get you started.
Huub
- You never get what you expect, you only get what you inspect.
RE: High Temperature Pipe Stress
Is B31.3 the appropriate code for this application? I can't think of something else that would govern, but I have been looking at STS-1 Steel Stacks or Boiler External Piping under BPVC? Only reason I am looking at that is becasue my pressure is so low (< 1psig).
RE: High Temperature Pipe Stress
It is commonly used at high temperatures.
= = = = = = = = = = = = = = = = = = = =
P.E. Metallurgy, consulting work welcomed
RE: High Temperature Pipe Stress
Try using a higher schedule and A312 TP 347 pipe and see what result you get. No matter what material you use, you will be in the creep. One needs to make sure that the material needs to comply to the requirements given under Notes in A-1 Table.
You are covered by B31.3. Read para 300.1.3 for exclusion.
Not sure which Code edition your Caesar has values for A 1 table stress. Often the stress values get modified with new revisions.
GDD
Canada
RE: High Temperature Pipe Stress
1300°F with 316L is pretty extreme, as the others have noted for you. I'm surprised that the heater vendor is using that kind of material.
I would get absolute verification on that 1300°F temperature. What's driving that value? Push back on your process folks and make sure they are rounding up - as you are finding out, even 25°F in that temperature range will make a big difference to allowable stresses.
Also, what schedule are your running? I'm sure at effectively no pressure, 10S probably passes the wall thickness calc, but it's going to do you little good trying to span. 10S is a terrible thing at ambient, much less 1300°F
Edward L. Klein
Pipe Stress Engineer
Houston, Texas
"All the world is a Spring"
All opinions expressed here are my own and not my company's.
RE: High Temperature Pipe Stress
RE: High Temperature Pipe Stress