TECHNICAL PAPERS
Sep 1, 1986

Internal Friction due to Wire Twist in Bent Cable

Publication: Journal of Engineering Mechanics
Volume 112, Issue 9

Abstract

A static and a quasi‐static cyclic bending of a cantilever cable is considered in order to investigate the friction losses in cables. It is assumed that slippage due to twisting of wires is a source of internal friction. Slippage takes place within finite segments along the wire. It starts near the clamp and then propagates along the cable with the increase in load. The load‐deflection characteristic becomes essentially nonlinear after the load exceeds some critical magnitude below which there is no slippage. Two types of hysteretic loops are investigated: (1) Local, characterizing losses in a wire cross section; and (2) global, associated with the point of load application. It is shown that the local loop is symmetrical and closed and that a unique correspondence exists between a load versus twisting characteristic of a wire in a simple bending and friction losses in this cross section in a cyclic bending. Similar correspondence between global characteristics of a cable is introduced. Numerical results for a one lay cable are given.

Get full access to this article

View all available purchase options and get full access to this article.

References

1.
Claren, R., and Diana, G., “Dynamic Strain Distribution on Loaded Stranded Cables,” IEEE Transactions on Power Apparatus and Systems, Pas—88, Vol. 11, 1969, pp. 1678–1686.
2.
Claren, R., and Diana, G., “Mathematical Analysis of Transmission Line Vibration,” IEEE Transactions on Power Apparatus and Systems, Pas—88, Vol. 12, 1969, pp. 1741–1767.
3.
Costello, G. A., and Phillips, J. W., “A More Exact Theory for Twisted Wire Cables,” Journal of the Engineering Mechanics Division, ASCE, Vol. 100, No. 10, Oct., 1974, pp. 1056–1059.
4.
Costello, G. A., and Phillips, W., “Effective Modulus of Twisted Wire Cables,” Journal of the Engineering Mechanics Division, ASCE, Vol. 102, No. 2, Feb., 1976, pp. 171–181.
5.
Costello, G. A., and Butson, G. J., “Simplified Bending Theory for Wire Rope,” Journal of the Engineering Mechanics Division, ASCE, Vol. 108, No. 4, Apr., 1982, pp. 219–227.
6.
Huang, N. C., “Finite Extension of an Elastic Strand with a Central Core,” Journal of Applied Mechanics, Transactions ASME, Vol. 45, Dec., 1978, pp. 852–858.
7.
Machida, S., and Durelli, A. J., “Response of a Strand to Axial and Torsional Displacements,” International Journal of Mechanical Engineering Science, Vol. 15, No. 4, 1973, pp. 241–251.
8.
Phillips, J. W., and Costello, G. A., “Contact Stresses in Twisted Wire Cables,” Journal of the Engineering Mechanics Division, ASCE, Vol. 99, No. 2, Feb., 1973, pp. 331–341.
9.
Pivovarov, I., and Vinogradov, O. G., “The Phenomenon of Damping in Stranded Cables,” Proceedings, 26th SDM Conference, Part 2, Orlando, Fla., Apr. 15‐17, 1985, pp. 232–237.
10.
Sturm, R. G., “Vibration of Cables and Dampers—I,” AIEE Transactions, Vol. 55, May, 1936, pp. 455–465.
11.
Sturm, R. G., “Vibration of Cables and Dampers—‐2,” AIEE Transactions, Vol. 55, June, 1936, pp. 673–688.
12.
Vinogradov, O. G., and Atatekin, I. S., “Structural Damping in Vibrating Cable,” Proceedings, CANCAM 83, May 30–June 3, 1983, Saskatoon, Canada, pp. 107–108.
13.
Vinogradov, O. G., and Atatekin, I. S., “Structural Damping of Stranded Cable,” Mathematical Modelling in Science and Technology, Proceedings, 4th International Conference on Mathematical Modelling, Zurich, Switzerland, Aug. 15–17, 1983, pp. 537–541.
14.
Wagner, H., Ramamurti, B., Sastry, R. V. R., and Hartmann, K., “Dynamics of Stockbridge Dampers,” Journal of Sound and Vibration, Vol. 30, No. 2, 1973, pp. 207–220.
15.
Yu, A., “Vibration Damping of Stranded Cable,” Proceedings, Society of Experimental Stress Analysis, Vol. 9, No. 2, 1952, pp. 141–158.

Information & Authors

Information

Published In

Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 112Issue 9September 1986
Pages: 859 - 873

History

Published online: Sep 1, 1986
Published in print: Sep 1986

Permissions

Request permissions for this article.

Authors

Affiliations

Oleg G. Vinogradov
Assoc. Prof., Dept. of Mech. Engrg., Univ. of Calgary, Calgary, Alberta, Canada, T2N 1N4
Irfan S. Atatekin
Former Grad. Student, Dept. of Mech. Engrg., Univ. of Calgary, Calgary, Alberta, Canada

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share