Hello everybody !
I need your help :)
I need to design a circular weld between two parts, as shown by the picture.
The weld will work under fatigue condition, in torsion. I can't find any recommendation on that kind of weld in the aws D1.1 2008.
I assume it is a tubular connection, and when i try to find the maximum allowable stress for cyclic solicitation, i thought it was maybe the C2 category of table 2.7, and then a maximum stress of 50MPa according to figure 2.13 (meaning that the maximum stress variation is 50MPa ??)
Anyone can confirm that statement, or help me to find information ? My main problem is that i can't find chapters on weld of "pipe on plate"
Thank you very much