A finite element model of a seven-wire strand has been developed for the analysis of termination effects. The cyclic symmetric and antisymmetric features of the strand have been used to reduce the finite element model size. The effects of a fixed-end termination on the contact forces (pressure) and the resulting relative movements between the wires along the contact lines have been determined, taking full account of frictional effects in the spiral strands. The aforementioned factors are thought to be strongly related to the fretting fatigue, wear and energy dissipation under cyclic loads.
HobbsR. E.RaoofM.Mechanism of fretting fatigue in steel cable. Int. J. Fatigue, June 1994, 16, 273–280.
2.
JiangW. G.YaoM. S.WaltonJ. M.Modelling of rope strand under axial and torsional loads by finite element method. In Proceedings of the OIPEEC Conference on theApplication of Endurance Prediction for Wire Ropes (Ed. ChaplinC. R.), Reading University, 1997, pp. 17–35 (Reading Rope Research, Reading).
3.
JiangW. G.YaoM. S.WaltonJ. M.A concise finite element model for simple wire rope strand. Int. J. Mech. Sci., 1999, 41 (2), 143–161.
4.
JiangW. G.HenshallJ. L.WaltonJ. M.A concise finite element model for 3-layered straight wire rope strand. Int. J. Mech. Sci. (in press).
5.
JiangW. G.HenshallJ. L.The development and applications of the helically symmetric boundary conditions in finite element analysis. Commun. Numer. Meth. Engng (in press).
CostelloG. A.Theory of Wire Rope, 2nd edition, 1997 (Springer-Verlag, New York).
8.
RaoofM.KraincanicI.Critical examination of various approaches used for analysing helical cables. J. Strain Analysis, 1994, 29 (1), 43–55.
9.
RamseyH.Analysis of interwire friction in multilayered cables under uniform extension and twisting. Int. J. Mech. Sci., 1990, 32 (8), 709–716.
10.
RamseyH.Localised effect of clamp or socket end connections on helical wires in multilayered cables. Int. J. Solids Structs, 1991, 28 (6), 779–790.
11.
UttingW. S.JonesN.The response of wire rope strands to axial tensile loads. Part I: Experimental results and theoretical predictions. Int. J. Mech. Sci., 1987, 29 (9), 605–619.
12.
UttingW. S.JonesN.The response of wire rope strands to axial tensile loads. Part II: Comparison of experimental results and theoretical predictions. Int. J. Mech. Sci., 1987, 29 (9), 621–636.
13.
LeT. T.KnappR. H.A finite element model for cables with nonsymmetrical geometry and loads. J. Offshore Mech. Arctic Engng, 1994, 116 (15), 14–20.
14.
WaltonJ. M.Contact stresses in wire rope. MPhil thesis, University of Leeds, 1987.
15.
UttingW. S.Experimental and theoretical studies on stresses in and deformation of wire ropes under axial tensile loads. PhD thesis, University of Liverpool, 1984.
16.
UttingW. S.JonesN.Tensile testing of a wire rope strand. J. Strain Analysis, 1985, 20 (3), 151–164.
