Failure Analysis Case Studies II 2001
DOI: 10.1016/b978-0-08-043959-4.50008-0
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Torsional failure of a wire rope mooring line during installation in deep water

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Cited by 9 publications
(11 citation statements)
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“…Usabiaga and Pagalday 8 proposed a theoretical calculation method for simulating wire ropes subjected to tension and torsion loads under the assumption that the wire rope is not lubricated and there is no relative sliding between adjacent wires. Chaplin 9 studied the different torque–tension characteristics of marine mooring chains and wire ropes, sensitivities of different components to torsion, and interactions between chains and wire ropes. A mechanism was proposed to explain the causes of failure of the mooring wire ropes in deep waters due to excessive torsional deformation.…”
Section: Introductionmentioning
confidence: 99%
“…Usabiaga and Pagalday 8 proposed a theoretical calculation method for simulating wire ropes subjected to tension and torsion loads under the assumption that the wire rope is not lubricated and there is no relative sliding between adjacent wires. Chaplin 9 studied the different torque–tension characteristics of marine mooring chains and wire ropes, sensitivities of different components to torsion, and interactions between chains and wire ropes. A mechanism was proposed to explain the causes of failure of the mooring wire ropes in deep waters due to excessive torsional deformation.…”
Section: Introductionmentioning
confidence: 99%
“…The tension±torque relationship was very nearly linear in both the loading and the unloading phases over the full range of loads applied. Based on a best-fit straight line through the data, the torque factors were found using the relationship given in equation (2). The torque factor for this particular construction lay between 6.45 and 6.54 per cent, agreeing quite closely with the theoretical prediction of 6.64 per cent and indeed with the handbook estimate of 7 per cent.…”
Section: Induced Torquementioning
confidence: 71%
“…Then, this last condition generates the torsion fatigue. The torsional oscillations are consequence of tensile load fluctuations [22], [23], [24], [25] as well as torsional oscillations conduce to fluctuations in the rope tensile load. When a rope is twisted the original construction is modified.…”
Section: Steel Wire Rope Birdcagingmentioning
confidence: 99%