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- W81394413 abstract "Cables and suspenders of old suspension bridges and stays of cable-stayed bridges often suffer from corrosion problems. Corroded galvanized steel wires on different corrosion levels were produced at laboratories, and their mechanical properties and remaining strength were investigated. Actual tensile strength of corroded wires did not decrease with corrosion levels, whereas the elongation and fatigue strength decreased sharply after the zinc layer was partly depleted and the steel started to corrode. The fatigue strength further lowered when the steel wire was cyclically stressed under wet environments. The broken wire of an old suspension bridge was also investigated. Their tensile strength, elongation and chemical composition were almost the same as those of current bridge wires. The fracture surface was similar to that caused by corrosion fatigue rather than by hydrogen embrittlement. It was estimated that the wires were fractured by the mixed effects of corrosion, cyclic stresses, high residual stresses and hydrogen." @default.
- W81394413 created "2016-06-24" @default.
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- W81394413 date "2006-08-01" @default.
- W81394413 modified "2023-09-24" @default.
- W81394413 title "Fatigue and Fracture of Corroded Bridge Wires" @default.
- W81394413 hasPublicationYear "2006" @default.
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