TECHNICAL PAPERS
Dec 1, 2006

Mechanical Model for Unbonded Seven-Wire Tendon with Single Broken Wire

Publication: Journal of Engineering Mechanics
Volume 132, Issue 12

Abstract

This paper presents the derivation and experimental validation of a mechanical model for unbonded seven-wire prestressing tendons with a single broken outer wire. The model has practical significance because corrosion of these tendons typically causes a single outer wire to fail first. The tendency for the tendon to deflect toward the broken wire causes strains in the unbroken wires to be unequal at any cross section. As a result, the strains in the two wires adjacent to the broken wire increase significantly due to the wire break. Equations are presented for: (1) the strains along the lengths of the broken and unbroken wires; (2) the affected length, where the broken wire can be detected because its strain is less than the strains in the unbroken wires; and (3) the prestress force remaining after the break occurs. Experimental data obtained from tests of seven-wire tendons performed on an 18.3m (60ft) long strongback beam validate the model.

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Acknowledgments

The writers gratefully acknowledge financial support provided by the Natural Science and Engineering Research Council of Canada, the Government of Ontario, the University of Western Ontario, and Concrete Canada.

References

American Concrete Institute (ACI). (1998). “Corrosion and repair of unbonded single strand tendons.” ACI 423.4R-98, Farmington Hills, Mich.
ASTM. (1990). “Standard specification for steel strand, uncoated seven-wire for prestressed concrete (ASTM A416-90a).” Annual book of ASTM standards, West Conshohocken, Pa., 263–266.
Chaplin, C. R., and Tantrum, N. R. H. (1985). “The influence of wire break distribution on strength.” Rep. of the Organisation Internationale l’Etude de l’Endurance des Cables, National Engineering Laboratories, Glasgow, U.K.
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Lin, T. Y., and Burns, N. H. (1981). Design of prestressed concrete structures, 3rd Ed., Wiley, New York.
MacDougall, C. (2001). “Behaviour of monostrand tendons with broken wires.” Ph.D. thesis, Univ. of Western Ontario, London, Canada.
MacDougall, C., and Bartlett, F. M. (2003). “Tests of unbonded seven-wire tendon with broken outer wire.” ACI Struct. J., 100(5), 581–588.
MacDougall, C., and Bartlett, F. M. (2005). “Mechanical model for unbonded seven-wire tendon with symmetric wire breaks.” J. Eng. Mech., 131(12), 1239–1247.
Machida, S., and Durelli, A. J. (1973). “Response of a strand to axial and torsional displacements.” J. Mech. Eng. Sci., 15(4), 241–251.
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Information

Published In

Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 132Issue 12December 2006
Pages: 1345 - 1353

History

Received: Feb 18, 2004
Accepted: Feb 21, 2006
Published online: Dec 1, 2006
Published in print: Dec 2006

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Notes

Note. Associate Editor: Ronald Y. S. Pak

Authors

Affiliations

Colin MacDougall
Assistant Professor, Dept. of Civil Engineering, Queen’s Univ., Kingston, Ontario, Canada, K7L 3N6.
F. Michael Bartlett, M.ASCE
Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of Western Ontario, London, Ontario, Canada, N6A 5B9.

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