[转]ASME Section VIII, Division 2 Elastic Analysis Discussion: Collapse vs Ratcheting
So, you think you know what load case combinations to use for your ASME Section VIII, Division 2, Part 5 analysis to satisfy Protection Against? Common sense says to follow to Code rules in Table 5.3 – but do you fully understand what that means? And, what loads should you use to satisfy Protection Against Failure From Cyclic Loading: Ratcheting? Are the same as for Plastic Collapse, or are they different?
About author: Trevor Seipp