blamestorm
Mechanical
Hello,
We are manufacturing process vessels based on containing a dust explosion in a process vessel for European customers - design for 10 bar. There is a separate EN standard and wall thickness calculation is according to AD 2000 / European pressure vessel code.
There is a non-conventional opening to the process vessel, the container is split in half with an inflatable seal for access when the vessel is down - quick access no bolted connection. This is a non-conventional design according the AMSE / ANSI - no classic flange/bolt connection. So no flange or bolts which can be calculated as a normal pressure vessel in chemical industry.
NFPA 69 stated the container must be manufactured according the ASME VIII pressure vessel code. I understand the calculation of wall thickness and which stress to be used. However how do you contend with this non-standard special design.
I am missing something.
Hope for your help.
We are manufacturing process vessels based on containing a dust explosion in a process vessel for European customers - design for 10 bar. There is a separate EN standard and wall thickness calculation is according to AD 2000 / European pressure vessel code.
There is a non-conventional opening to the process vessel, the container is split in half with an inflatable seal for access when the vessel is down - quick access no bolted connection. This is a non-conventional design according the AMSE / ANSI - no classic flange/bolt connection. So no flange or bolts which can be calculated as a normal pressure vessel in chemical industry.
NFPA 69 stated the container must be manufactured according the ASME VIII pressure vessel code. I understand the calculation of wall thickness and which stress to be used. However how do you contend with this non-standard special design.
I am missing something.
Hope for your help.