A simple model was developed to predict the plastic behavior of a stranded conductor under tensile loading to fracture. Two cases are considered; the torque transmitted in the case of conductors with fixed extremities and the rotation angle in the case of free rotating conductors. The permanent set caused by bending and torsion during the stranding process associated with conductor fabrication was taken into consideration. The model predicts maximum failing load and total elongation, parameters currently used for design and selection of conductors.
Issue Section:
Technical Papers
1.
Akhtar, A., and Lanteigne, J., 1993, “Tensile Strength of Stranded Conductor in Relation to the Properties of Constituent Wires,” Final report on Canadian Electrical Association, Project 184 T 637, pp. 25–40.
2.
Costello, G. A., 1990, Theory of Wire Rope, Springer-Verlag, New York.
3.
Goudreau, S., 1990, “E´tude du comportement en flexion des solides torone´s,” Doctorat thesis, Mechanical engineering departement, Laval University, Quebec.
4.
Hruska
F. H.
1951
, “Calculation of Stresses in Wire Ropes
,” Wire and Wire Products
, Vol. 26
, pp. 799
–801
.5.
Hruska
F. H.
1952
, “Radial Forces in Wire Ropes
,” Wire and Wire Products
, Vol. 27
, pp. 459
–463
.6.
Hruska
F. H.
1953
, “Tangential Forces in Wire Ropes
,” Wire and Wire Products
, Vol. 28
, pp. 455
–460
.7.
Jolicoeur
C.
Cardou
A.
1991
, “A Numerical Comparison of Current Mathematical Models of Twisted Wire Cables under Axisymmetric Loads
,” ASME Journal of Energy Resources Technology
, Vol. 113
, pp. 241
–249
.8.
Knapp
R. H.
1979
, “Derivation of a New Stiffness Matrix for Helically Armoured Cables Considering Tension and Torsion
,” J. of Numerical Methods in Engineering
, Vol. 14
, pp. 515
–529
.9.
Lanteigne
J.
1985
, “Theoretical Estimation of the Response of Helically Armoured Cables to Tension, Torsion and Bending
,” ASME Journal of Applied Mechanics
, Vol. 52
, pp. 423
–432
.10.
LeClair, R. A., 1986, “Bending of an Axially Loaded Strand with Friction and the Mechanics of Wire Rope Reinforced Cylinders,” Ph.D. thesis, University of Illinois at Urbana-Champaign.
11.
McConnell
K. G.
Zemke
W. P.
1982
, “A Model to Predict the Coupled Axial Torsion Properties of ACSR Electrical Conductors
,” Experimental Mechanics
, Vol. 22
, pp. 237
–244
.12.
Sathikh, S. and Parthasarathy, N. S., 1989, “Effect of Contact Friction on Bending Stiffness and Slip Damping of Stranded Cable,” Proc. National Conf. on Industrial Tribology, Jan 19-20, Indian Space Research Organisation, Trivandrum, India.
13.
Sathikh
S.
1996
, “Symmetric Linear Elastic Model for Helical Wire Strands under Axisymmetrical Loads
,” J. Strain Anal. Eng. Des.
, Vol. 31
(5
), pp. 389
–399
.14.
Utting
W. S.
Jones
N.
1987
, “The Response of Wire Rope Strands to Axial Tensile Loads—Part I. Experimental Results and Theoretical Predictions
,” Int. J. Mech. Sciences
, Vol. 29
, No. 9
, pp. 605
–619
.
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