API-ASME 1943 code?
API-ASME 1943 code?
(OP)
I found a document that says API-ASME 1943 and then i found one that ASME 1943.
While there are many similarities I notice the minimum thickness equations and efficiency values are different.
How do I know which one to use? anyone know the history behind this?
While there are many similarities I notice the minimum thickness equations and efficiency values are different.
How do I know which one to use? anyone know the history behind this?
RE: API-ASME 1943 code?
RE: API-ASME 1943 code?
I have an old vessel that i'm trying to determine which exact code it used. It I have the U-1 form but much of it is faded away. I do have the serial number but unfortunately my state doesn't have a record of it probably due to its age.
Also, the vendor that fabricated it went out of business eons ago.
Now here i am trying to determine which code it used so i can run some calculations on it.
RE: API-ASME 1943 code?
Converting energy to motion for more than half a century
RE: API-ASME 1943 code?
You're trying to use a vessel which is 80 years old???
Have you heard of corrosion and fatigue?
The only calculations should be how much it is worth in scrap metal. IMHO.
Remember - More details = better answers
Also: If you get a response it's polite to respond to it.
RE: API-ASME 1943 code?
https://www.eng-tips.com/viewthread.cfm?qid=408556
The main difference between the two codes is that ASME at the time used a design margin of 5:1 against the material tensile strength, whereas API-ASME used a 4:1 design margin (Generally API codes call for more robust designs, but apparently things were different in the 1930s-1950s).
I don't agree with the statement above that the equipment should be replaced just because it's old. Many services are non-cyclic, non-corrosive, and non-erosive. If the equipment has survived for 80 years there's a good chance that it's a proven, fit-for-purpose design.
-Christine
RE: API-ASME 1943 code?
No mention of any inspections or pressure or usage so we're in the dark here, but an 80 year old pressure vessel with documentation so old it can't be read and this sounds like a good idea? No mention of a name plate either. That's my opinion, others are free to have a different one, but without any details we're not going to be able to say really.
Remember - More details = better answers
Also: If you get a response it's polite to respond to it.
RE: API-ASME 1943 code?
Since you have both Codes, you will see that in the API-ASME 1943 Edition, in Appendix H, there is no U-1 form, but rather Form No. 1. If you are looking at a U-1 Form, then you are with ASME Section VIII 1943.
RE: API-ASME 1943 code?
Partial documents and selective NDT is enough to get many old vessels back into operation.
RE: API-ASME 1943 code?
-Christine
RE: API-ASME 1943 code?
80 is positively ancient.
Still don't know if it has a legible nameplate yet or anything about its history or operation.
Are you going to try and get it to 100? You can take life extension a bit too far...
Remember - More details = better answers
Also: If you get a response it's polite to respond to it.
RE: API-ASME 1943 code?
Regards
RE: API-ASME 1943 code?
If this vessel is in good visual nick then NDT it's welds, pressure test etc and get it back into service.
The documentation which exists demonstrates that this vessel was fabricated to code. If the vessel goes through all the post fabrication testing of a modern vessel and passes, demonstrating that the vessel is structurally sound, than I don't see the point in scrapping it.
The service type of the vessel will also be a consideration.
RE: API-ASME 1943 code?
If someone says YES then you need a lawyer.
Regards
RE: API-ASME 1943 code?
Thank you!
Regarding the users who expressed safety concerns with this vessel first it is indeed not in service. Second, UT readings showed there has been virtually very little metal loss over the last 80 years.
With that being said, what's the concern with bringing back into service?
RE: API-ASME 1943 code?
Huub
- You never get what you expect, you only get what you inspect.
RE: API-ASME 1943 code?
You must contact a pressure vessel engineering to prepare a complete Inspection Plan.
Regards
RE: API-ASME 1943 code?
If the inspections and tests of a comprehensive inspection plan are completed satisfactory, then there is no need for a lawyer.
I have certified a 50 year old vessel which had been sitting around for 30 years, with no documentation or code name plate. The only information was the name of the original fabricator and old operating procedures.
The only concern I would have with an 80 year old vessel, would be the weld quality provided by the 80 year old welding technology. Can this concern be addressed with an inspection plan?
RE: API-ASME 1943 code?
RE: API-ASME 1943 code?
Regards