Correlation between corrosion level and fatigue strength of high-strength galvanized steel wires used for suspension bridge cables

Author:

Miyachi Kazuhiro1,Saimoto Shoya1,Oki Yusuke1

Affiliation:

1. Division of Architectural, Civil and Environmental Engineering, Tokyo Denki University, Saitama, Japan

Abstract

This study investigated the relationship between “rust color distribution ratio,” “corrosion surface shape,” and “fatigue strength” of high-strength galvanized steel wires used in cable supported bridges. The study utilized a digital image color analysis system to classify the rust color distribution rate and categorize corrosion levels based on the distribution ratio. The relationship between cross-sectional loss rate and corrosion depth tendency was visually and quantitatively comprehended from the categorized corrosion levels. The study found that fatigue and tensile strengths of the specimens from the corrosion levels set in this study were equivalent to or higher than those of new wires. However, the possibility of variations due to the small number of specimens or insufficient corrosion progress cannot be ruled out.

Publisher

IOS Press

Subject

Building and Construction

Reference15 articles.

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4. Reinforcement work and long-term monitoring of steel suspension bridges due to partial breakage of main cables;Kameyama;18th Civil Engineering Construction Management Technology Papers,2013

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