TECHNICAL PAPERS
Oct 1, 1990

Axial Fatigue of Multilayered Strands

Publication: Journal of Engineering Mechanics
Volume 116, Issue 10

Abstract

Previously reported orthotopic sheet theory is used for obtaining estimates of interwire/interlayer contact stresses throughout realistic pretensioned multilayered structural strands. These data are used in conjunction with axial fatigue data on single wires to develop a theoretical model that predicts axial fatigue life of strands (under constant amplitude cyclic loading) from first principles. The theoretical interlayer slippage over the individual points of contact between cross‐laid layers is addressed, which takes interwire friction into account. The match between the theoretical predictions and experimental fatigue data is very encouraging. Numerical examples suggest that cable axial fatigue life depends on the type of strand construction. The level of mean axial load appears to have a modest effect on the cable stress range versus fatigue life (S‐N) curves. For a given wire material, the endurance limit is found to increase with increasing level of mean axial load, becoming practically constant for mean axial loads greater than 40% of the cable maximum breaking load. Different types of cable construction are found to possess significantly different levels of endurance limit.

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References

1.
Archard, J. F. (1957). “Elastic deformation and the laws of friction.” Proc. Royal Soc. London, London, U.K., A243, 190–205.
2.
Bert, C. W., and Stein, R. A. (1962). “Stress analysis of wire rope in tension and torsion.” Wire and Wire Products, 37, 769–770, 772, 816.
3.
Bahke, E. (1980a). “Principles defining the strength of wire ropes and chains. I.” Wire, 29(2), 54–61.
4.
Bahke, E. (1980b). “Principles defining the strength of wire ropes and chains.” Wire, 30(3), 168–176.
5.
Birkenmaier, M. (1980). “Fatigue resistant tendons for cable‐stayed construction.” IABSE Proc., International Association for Bridge and Structural Engineering, 30/80, 65–69.
6.
Cattaneo, C. (1955). “Compressione e torsione nel Contatto tra corpi elastici di forma qualunque.” Ann. Scuola Norm. Sup. pisa, Ser III (9), 23–42 (in Italian).
7.
Chaplin, C. R., and Potts, A. E. (1988). “Wire rope in offshore applications.” Publication 88/100, Marine Tech. Directorate Ltd., London, U.K.
8.
Chien, C. H., LeClair, A., Costello, G. A. (1988). “Strength and fatigue life of wire rope.” Mech. of Structs. and Machines, 16(2), 213–223.
9.
Hobbs, R. E., and Raoof, M. (1982). “Interwire slippage and fatigue prediction in stranded cables for TLP tethers.” Behavior of Offshore Structures, Proc. 3rd Int. Conf. Behavior of Offshore Structs., C. Chryssostomidis and J. J. Connor, eds., Hemisphere Publishing/McGraw‐Hill, New York, N.Y., 77–99.
10.
Hobbs, R. E., and Ghavami, K. (1982). “The fatigue of structural wire strands.” Int. J. Fatigue, 4, 69–72.
11.
Jahnke, E., and Emde, F. (1945). Tables of functions. Dover Publications, New York, N.Y.
12.
Knapp, R. H., and Chiu, E. Y. C. (1988). “Tension fatigue for helically armored cables.” J. Energy Resour. Tech., 1, 10(Mar.), 12–18.
13.
Leissa, A. W. (1959). “Contact stresses in wire ropes.” Wire and Wire Products, 34(3), 372–373.
14.
Pacelli, M. (1956). “Contatto con attrito tra due corpi elastici di forma qualunque: compressione e torsione.” Ann. Scoula Norm. sup. pisa, 111(10), 155–184 (in Italian).
15.
Phillips, J. W., Miller, R. E., and Costello, G. A. (1980). “Contact stresses in a straight cross‐lay wire rope.” 1st Annual Wire Rope Conf., Denver, Colo., Mar., 177–200.
16.
Raoof, M. (1990a). “Comparison between the performance of newly manufactured and well‐used spiral strands.” Proc., Institution of Civil Engineers, II, 89(1), 103–120.
17.
Raoof, M. (1990b). “Free bending of spiral strands.” J. Engrg. Mech., ASCE, 116(3), 512–530.
18.
Raoof, M., and Hobbs, R. E. (1988a). “Analysis of multilayered structural strands.” J. Engrg. Mech., ASCE, 114(7), 1166–1182.
19.
Raoof, M., and Hobbs, R. E. (1988b). “Torsion tests on large spiral strands.” J. Strain Analysis Inst. Mech. Engrs., London, U.K., 23(2), 97–104.
20.
Shigley, J. E. (1977). Mechanical engineering design. McGraw‐Hill, New York, N.Y.
21.
Starkey, W. L., and Cress, H. A. (1959). “An analysis of critical stresses and modes of failure of a wire rope.” J. Engrg. for Industry, 81(B4), 307–316.
22.
Thomas, H. R., and Hoersh, V. A. (1930). “Stresses due to the pressure of one elastic solid upon another.” Bulletin No. 212, Engrg. Exp. Sta., Univ. of Illinois, 26(46), Urbana, Ill.
23.
Thorpe, T. W., Ranee, A., and Silvester, D. R. V. (1985). “The fatigue of electrogalvanised wire used in the manufacture of wire ropes.” Report by Materials Development Div., Atomic Energy Research Establishment (AERE), Harwell, U.K., Jan.

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Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 116Issue 10October 1990
Pages: 2083 - 2099

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Published online: Oct 1, 1990
Published in print: Oct 1990

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Mohammed Raoof
Sr. Lect., Civ. and Struct. Engrg. Dept., South Bank Polytech., Wandsworth Rd., London SW8 2JZ, U.K.

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