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有難うございます。
Hi! In your explanation about stress categories of ASME, you mentioned discontinuities and concentrations. What are the differences between those two? As I know discontinuities caused stress concentration as well.Thanks in advance!
which software have you used>
Where is the detailed lecture of non linear analysis?
Your analysis is based on hoops stress or circumferential stress.If circumferential stress why ?
They're the same
有難うございます。
Hi! In your explanation about stress categories of ASME, you mentioned discontinuities and concentrations. What are the differences between those two? As I know discontinuities caused stress concentration as well.
Thanks in advance!
which software have you used>
Where is the detailed lecture of non linear analysis?
Your analysis is based on hoops stress or circumferential stress.
If circumferential stress why ?
They're the same