TECHNICAL PAPERS
Sep 1, 1996

Assessing Corrosion on Steel Structures Using Corrosion Coulometer

Publication: Journal of Infrastructure Systems
Volume 2, Issue 3

Abstract

Corrosive exposure and subsequent deterioration of weathering steel structures cause strength loss due to cross-section thinning as well as crack susceptibility due to formation of notches that concentrate stresses. Key issues include rapidly drying versus extended wet time surfaces, the relationship of clean versus debris-covered surfaces to corrosion, and disparities between test site and service conditions. An adequate understanding of corrosion, corrosion's relationship to steel structure serviceability, and the ability to monitor, predict, and abate corrosion are important needs for weathering steel structures. To implement these needs, data on corrosive conditions were collected from corrosion coulometers placed on seven structures in varied environments, at one preconstruction site and at two corrosion test sites. An analysis of corrosion processes leading to cross-section thinning, notching, and loss of fatigue strength is presented. Improved service and maintenance, enhanced design methodologies, and cost savings are anticipated outcomes.

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References

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Go to Journal of Infrastructure Systems
Journal of Infrastructure Systems
Volume 2Issue 3September 1996
Pages: 139 - 144

History

Published online: Sep 1, 1996
Published in print: Sep 1996

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Authors

Affiliations

Richard D. Granata
Sr. Res. Sci., Zettlemoyer Ctr. for Surface Studies, Lehigh Univ., 7 Asa Dr., Bethlehem, PA 18015-3192.
James C. Wilson
Struct. Engr., Bryant Associates, Inc., 77 North Washington St., Boston, MA 02114-1911.
John W. Fisher, Honorary Member, ASCE
Prof. of Civ. Engrg. and Dir., NSF Ctr. for Advanced Technol. for Large Struct. Sys., Lehigh Univ., 117 ATLSS Dr., Bethlehem, PA 18015.

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