Have anybody heard of Flange FLOCS? These days I am hearing a lot about it on my current assignment.
We are in detail design phase of the (revamp) project for a refinery & I am not able to understand what are these FLOCS?
Do anybody have experience with these? What I heard about it is, it's something to do with the bolt tension.
Curious if somebody can put some light on this issue...
Have a nice weekend.
Thanks & Regards,