snowleopard
Active member
A question for the engineers among us. I'm working on the problem of using a wire forestay on a flexible rig. The forestay failed through fatigue after 10,000 sea miles, caused by the continual slackening and tightening of the stay as the rig flexed.
My question is what pattern of stresses makes a wire stay fatigue and what is different in my circumstances from a conventional rig where the loads on the forestay are also cyclical but with a higher base load. Is there more problem with tensions going from say 0-5000 Newtons as opposed to say 5000-1000 Newtons?
My question is what pattern of stresses makes a wire stay fatigue and what is different in my circumstances from a conventional rig where the loads on the forestay are also cyclical but with a higher base load. Is there more problem with tensions going from say 0-5000 Newtons as opposed to say 5000-1000 Newtons?