2009
DOI: 10.1016/j.oceaneng.2009.03.006
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Tension–torsion fatigue behaviour of wire ropes in offshore moorings

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Cited by 21 publications
(8 citation statements)
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“…Considering a finite element model of a simple straight strand, Nawrocki [9] have introduced Cartesian isoparametric formulation. Jiang [10] ; with mechanical tension variable (7 to 36% of the ultimate tensile strength (UTS)) with and without the inclusion of Stockbridge dampers. Francesco Foti, 2016, A new formulation for modelling the elastic-plastic behaviour of metallic strands subjected to axial-torsional loads is presented.…”
Section: IImentioning
confidence: 99%
“…Considering a finite element model of a simple straight strand, Nawrocki [9] have introduced Cartesian isoparametric formulation. Jiang [10] ; with mechanical tension variable (7 to 36% of the ultimate tensile strength (UTS)) with and without the inclusion of Stockbridge dampers. Francesco Foti, 2016, A new formulation for modelling the elastic-plastic behaviour of metallic strands subjected to axial-torsional loads is presented.…”
Section: IImentioning
confidence: 99%
“…But six strand wire is often used to connect the upper end of the fiber rope to the moored platform and also to connect the lower end to seafloor anchors (Ridge, 2009).…”
Section: Modeling Tension-torsion Fatiguementioning
confidence: 99%
“…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%