Surfer62 said...
Steve, thanks for the offer
Rescueme, thanks for the tech advice, I suspect you are spot on, is it worth welding up ?
Prob not as Shane71 said as you will have the same problem. Theoretically you could repair with an alloy with higher pitting resistance e.g. SMO254 or a duplex, and also apply some PWHT (post weld heat treatment) to reduce any residual stresses, then you'd probably be OK for a bit, but it might just then fail in a different area. Coating the area would also solve the problem, prevent the seawater getting in contact with the metal surface, but coatings are **** and would probably just get scratched off.
The other failure mechanism I though to could be fatigue from cyclic stress, as the tension in the lines is always changing and this would change the transmitted stress in the spreader bar. Corrosion environments from seawater simply increases susceptibility to fatigue.
Also cracking normally initiates at a small defect (e.g. a scratch or nick), a highly polished surface could slow crack initiation too.