TECHNICAL PAPERS
Jan 16, 2004

Environmental Factors Affecting Corrosion of Galvanized Steel Wires

Publication: Journal of Materials in Civil Engineering
Volume 16, Issue 1

Abstract

It was found from field surveys that suspension bridge cables were under severe corrosion environments due to the water and high temperature inside the cable. Corrosion environments depended on the wire positions inside the cables. Wires were found to be continuously wet at the side, wet at night and dry during the day on the top, highly humid at the center, and soaked in the water at the bottom. Accelerated corrosion tests using galvanized steel wires showed that the side wires were most severely corroded, the bottom wires were also significantly corroded, but the upper and the center wires were rarely corroded. These phenomena agreed with the actual cable corrosion. The tests also showed that galvanized steel wires did not corrode when they were kept with a relative humidity below 60%, but became corrosive with the higher relative humidity. Larger amounts of sodium chloride increased corrosion considerably. The corrosion rate also exponentially increased with temperature. It was predicted that the zinc layer would be consumed within 10 years when wires were kept in the wet or soaked environments, 34 years with a relative humidity of 100%, and 211 years with a relative humidity below 60%.

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References

Betti, R., and Yanev, B. (1998). “Conditions of suspension bridge cables.” Proc., The New York City Cable Study, Workshop on Safety Appraisal of Suspension Bridge Main Cables, NCHRP, N.J., 1–13.
Bloomstine, M. L. (1999). “Corrosion protection by means of dehumidification.” Proc., Symp., Int. Assoc. of Bridge and Structural Engineers, Rio, Brazil, 106–107.
Furuya, K., Kitagawa, M., Nakamura, S., and Suzumura, K.(2000). “Corrosion mechanism and new protection methods of suspension bridge cables.” J. Int. Assoc. Bridge Struct. Eng., 10(3), 189–193.
Mayrbaurl, R. (2000). “Corrosion in suspension bridge cables.” Proc., Congress, Int. Assoc. of Bridge and Structural Engineers, Lucerne, Switzerland, Paper No. 199.
Nakamura, S., Furuya, K., Kitagawa, M., and Suzumura, K. (2000). “Corrosion performance of new suspension bridge cable protection.” Proc., Congress, Int. Assoc. of Bridge and Structural Engineers, Lucerne, Switzerland, Paper No. 58.
Sluszka, P., and Hayden, J. (1989). “Inspection evaluation and rehabilitation of suspension bridge cables.” Proc., Symp., Int. Assoc. of Bridge and Structural Engineers, Lisbon, Portugal, 395–400.
Stahl, F. L., and Gagnon, C. P. (1996). Cable corrosion in bridges and other structures, ASCE, Reston, Va.

Information & Authors

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Published In

Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 16Issue 1February 2004
Pages: 1 - 7

History

Received: Aug 17, 2001
Accepted: Mar 25, 2003
Published online: Jan 16, 2004
Published in print: Feb 2004

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Authors

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Keita Suzumura
Manager, Technical Development Center, Nippon Steel Corporation, 5-9 Nishihasimoto, Sagamihara 229-1131, Japan.
Shun-ichi Nakamura, M.ASCE
Professor, Dept. of Civil Engineering, Tokai Univ., 1117 Kitakaname, Hiratsuka 259-1292, Japan.

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