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

Author:

Evans J. J1,Ridge I. M. L1,Chaplin C. R1

Affiliation:

1. University of Reading Department of Engineering Berkshire, UK

Abstract

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 fatigue 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 significant amount of slippage can occur for up to 20000 cycles after a wire has broken, causing the load transfer length to change from two strand lay lengths 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 interlayer forces in Lang's lay ropes. With respect to the effect of wire breaks 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 strains 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 strain after the break which may be attributed to local bending effects.

Publisher

SAGE Publications

Subject

Applied Mathematics,Mechanical Engineering,Mechanics of Materials,Modeling and Simulation

Reference13 articles.

1. Overload Effects on Fatigue Damage of Wire-Rope Pendants

2. Chaplin C. R., Potts A. E. Wire rope offshore—a critical review of wire rope endurance research affecting offshore applications. HMSO publication OTH 91, 1991, p. 335 (Health and Safety Executive, London).

3. Pressure-sensitive ‘Yarns’ and In-rope Friction Measurements

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