Hello guys,
I would like to know what if there is any percentage limit on the plastic strain in a plastic analysis ( limit load or elastic plastic). I know there is for plastic collapse (2/3 of design pressure).
If not, what is acceptable limit.
Thank you
Hello,
Any experienced PV Engineer can explain what helps them decide if they should follow Div 1 for a particular analysis or if they require a Div 2 design by analysis instead.
Thank you
I created this account to get a better understanding of some concepts in the ASME BPV Code. I believe the code is complex in it self and it sure needs help at first to be understood and memorized.
My questions is regarding stress classification,If I am understanding right, when simulating a PV...