The creep-fatigue interaction diagram for modified 9Cr-1Mo steel is different in RCC-MR and ASME Sec-III NH. Both the diagrams are bi-linear but locus is (0.3,0.3) in RCC-MR and (0.1,0.01) in ASME Sec. III NH. What is the basis for this difference? Is it related to difference in approach?

Thanks...

Similar questions and discussions