Failure of wire rope sockets under impact loading

Citation
C. Wilson et J. Macfarlane, Failure of wire rope sockets under impact loading, J PHYS IV, 10(P9), 2000, pp. 553-558
Citations number
4
Categorie Soggetti
Physics
Journal title
JOURNAL DE PHYSIQUE IV
ISSN journal
11554339 → ACNP
Volume
10
Issue
P9
Year of publication
2000
Pages
553 - 558
Database
ISI
SICI code
1155-4339(200009)10:P9<553:FOWRSU>2.0.ZU;2-1
Abstract
Wire ropes are used world wide for various applications. However all sizes and types of construction require an effective method for attaching the rop es to other structures. One popular termination technique, particularly for larger diameter ropes, consists of using a steel conical socket into which a polyester resin mix is poured creating a joint which secures the individ ual wires of the rope. The UK Health and Safety Laboratory were contracted by the UK Health and Safety Executive - Offshore Safety Division to carry o ut a series of large scale impact tests on 25 mm compacted stranded wire ro pe (this rope size is commonly used for offshore cranes and diving bell han dling equipment) to determine if rope's performance was affected by strain rate. It was noted early in the testing programme that under dynamic loadin g, the rope socket often failed whilst under static loading the wire rope a lways failed. The experimental data showed that the force and energy absorb ed when the socket failed was considerably lower than the minimum specified for the wire rope. This has particular significance for the offshore indus try where the launch/recovery of diving bells often results in large dynami c forces being applied to the rope and ancillary equipment.