RPRad
Mechanical
- Nov 12, 2009
- 65
Have a client who would like to use a vessel constructed to CFR 49-179.5 - DOT-107A (?) for High Pressure Helium Gas Storage (3000 psig)... his will be a static storage application and not for transport purposes. I am not at all familiar with vessels designed to this code, nor do I have a copy of this Code, so with respect to this application a few questions arise
1) The vessels that he has sourced are "used" (not sure how old but probably constructed after 2000), definitely not new construction. They will require a Canadian Registration Number in order to be utilized which means that in our Province, aside from a current nondestructive inspection, they must be evaluated with respect to the current edition of ASME Sect VIII. My recollection is that many of the DOT Codes permit the use of higher allowable stresses in order to reduce wall thickness and overall weight of the vessel.
What are the chances of a vessel constructed to this Code passing an ASME Section VIII design evaluation (min wall, joint config, joint efficiency, opening configuration etc)?
2) At this time I dont know what the vessel materials are, but are the material specifications typically utilized under DOT-107A permissible under ASME Sect VIII?
3) Are there any other issues (including those that might escape NDT) that should also be considered given that vessels could have been regularly used for transportation(I believe they were utilized for Helium gas storage)?
Thks
1) The vessels that he has sourced are "used" (not sure how old but probably constructed after 2000), definitely not new construction. They will require a Canadian Registration Number in order to be utilized which means that in our Province, aside from a current nondestructive inspection, they must be evaluated with respect to the current edition of ASME Sect VIII. My recollection is that many of the DOT Codes permit the use of higher allowable stresses in order to reduce wall thickness and overall weight of the vessel.
What are the chances of a vessel constructed to this Code passing an ASME Section VIII design evaluation (min wall, joint config, joint efficiency, opening configuration etc)?
2) At this time I dont know what the vessel materials are, but are the material specifications typically utilized under DOT-107A permissible under ASME Sect VIII?
3) Are there any other issues (including those that might escape NDT) that should also be considered given that vessels could have been regularly used for transportation(I believe they were utilized for Helium gas storage)?
Thks