Fatigue response of selected high strength steels in seawater was investigated
under conditions relevant to tension leg platform tendon applications. This involved both
freely corroding and cathodically protected, displacement controlled experiments upon
constant taper, bending specimens which were either notched or welded, ground and post
weld heat treated. High stress range freely corroding results indicated enhanced life
compared to structural steel, whereas at low stress range the opposite was true.
Corrections made to the high strength steel and structural steel data to correspond to
similar test conditions revealed no benefit of enhanced material strength on corrosion
fatigue life. Fatigue life for all cathodically protected specimens exceeded that for the
freely corroding ones, and with one exception testing was terminated prior to failure.
The single cathodically protected specimen failure involved a stress range approximately
one-third the value for other specimens which were run-outs. This suggests that an
environmental cracking process may operate precipitously at relatively low stress
amplitudes (alternately, high R values). Fatigue life for freely corroding notched
specimens was less than for grounded PWHT specimens, the difference increasing with
decreasing amplitude.