Abstract
This study quantitatively assessed the influence of corrosion and its variability on the stay cable fatigue life. The corrosion-life inverse equal rank assumption is proposed to identify the order of wire failures, with the wires with the largest level of corrosion failing first. Recursion formulas of stay cable fatigue life are established based on models of the evolution of fatigue damage for multi-step loading, assuming the loading redistribution after the failure of each wire. The bounds for the cumulative distribution function for stay cable fatigue life are estimated using order statistics, and Monte Carlo simulation is conducted to simulate the stay cable fatigue failure. As the variability in the corrosion of the wires increases, the variability in the fatigue life of the wires and stay cables increases, resulting in a decrease in the stay cable fatigue life. The stay cable fatigue life decreases sharply with the increase in the corrosion degree of the wires, with the effect being more pronounced for larger corrosion variability. Moreover, the effect of the corrosion variability on the stay cable fatigue life is much significant for larger corrosion levels and under lower stress ranges.
Original language | English (US) |
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Pages (from-to) | 964-977 |
Number of pages | 14 |
Journal | Structure and Infrastructure Engineering |
Volume | 19 |
Issue number | 7 |
DOIs | |
State | Published - 2023 |
Keywords
- C-S-N model
- Degree of corrosion
- Monte Carlo simulation
- corrosion variability
- corrosion-life inverse equal rank
- fatigue life
- parallel-wire stay cable
ASJC Scopus subject areas
- Civil and Structural Engineering
- Building and Construction
- Safety, Risk, Reliability and Quality
- Geotechnical Engineering and Engineering Geology
- Ocean Engineering
- Mechanical Engineering