Wire failures in ropes and their influence on local wire strain behaviour in tension-tension fatigue

Experimental work using multiple strain gauges has investigated the take-up of load by a wire at either side of a break and how this is affected by fa tigue cycling. In addition the effect of a wire break on other wires at the same cross-section has been investigated. The results indicate that a sign ificant amount of slippage can occur for up to 20 000 cycles after a wire h as broken, causing the load transfer length to change from two strand lay l engths to around three. The transfer length was found to be much lower for Lang's lay rope than ordinary lay and this was attributed to the greater in terlayer forces in Lang's lay ropes. With respect to the effect of wire bre aks on other wires at the same cross-section it was found that the primary increase is in the strains in wires in the same strand, although wire strai ns in adjacent strands also increase to some extent. Wires on the opposite side of the rope construction were found to show a decrease in surface stra in after the break which may be attributed to local bending effects.