Dear Srs.
In our projects of hydraulic accumulators, in general we work with ASME Sec. VIII div 2 because every design pressure exceds 3000 psi. Is this procedure correct ?
We can use div 1 for this accumulators ?
What are the points to give special attention in order to work with div 2 for...
Does anybody know the best part of ASME VIII to follow in order to design, construct and test hydraulic accumulators made of Stainless Steel. They will be constructed with a seamless tube with welded spherical caps.
Any information will be very good.
Best Regards