Abstract
The durability problem in high-strength steel wire used for bridge cable is becoming more and more severe due to chlorine salt erosion, with the primary corrosion morphology of steel wire surfaces being pit corrosion. To simplify the pitting formation process, a machine-cut notch was used to represent a corrosion pit caused by electrochemical non-uniformity, and then the fatigue performance and corrosion fatigue performance of steel wire with initial defects were studied experimentally. A new type of test device was designed to carry out synchronous pulsating fatigue loading on multiple wires. A series of S-N curves of steel wire with initial defects under various loading conditions was obtained, and the effects of the concentration and pH value of the corrosive solution, and the shape and dimension of the initial defect on the fatigue corrosion performance of steel wire for bridge cables were investigated. The results show that the test device designed in this paper can effectively perform the life test under the combined action of corrosive medium and fatigue load, and can considerably shorten the duration of the fatigue test. Under the combined action of corrosive medium and fatigue load, the life of steel wire with an initial defect is significantly lower than that without consideration of the corrosion effect. The corrosion fatigue performance of steel wire decreases with the increase of acidity of the corrosive solution, rather than the increase of solution concentration. The life of steel wire with a narrow deep notch is much lower than that with a wide shallow notch. The stress concentration leads to a sharp reduction in wire life.
Highlights
Cable-stayed bridges are one of the primary structural forms of modern bridges
It can be seen that the life of steel wire with machine-cut notches increases as the stress range decreases
With that in group E (0.5 wt% NaCl of pH 7 and 3, respectively), it can be seen that the life of steel wire is significantly decreased by acid
Summary
Due to advantages including strong spanning capacity, beautiful appearance, long span, and construction convenience, this kind of bridge has been widely used in river and sea crossing projects. During their service period, in addition to bearing alternating loads such as vehicles, waves, and earthquakes, they are affected by environmental erosion. The combined effect of fatigue load and corrosive environment inevitably leads to the accumulation of damage and the attenuation of resistance in the bridge, significantly weakening the ability of the structure to bear normal service loads and sudden disaster loads [1,2,3,4,5].
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