Abstract

Cables play an important role in cable-stayed systems, but are vulnerable to corrosion and fatigue damage. There is a dearth of studies on the fatigue damage evolution of corroded cable. In the present study, the acoustic emission (AE) technology is adopted to monitor the fatigue damage evolution process. First, the relationship between stress and strain is determined through a tensile test for corroded and non-corroded steel wires. Results show that the mechanical performance of corroded cables is changed considerably. The AE characteristic parameters for fatigue damage are then established. AE energy cumulative parameters can accurately describe the fatigue damage evolution of corroded cables. The failure modes in each phase as well as the type of acoustic emission source are determined based on the results of scanning electron microscopy. The waveform characteristics, damage types, and frequency distribution of the corroded cable at different damage phases are collected. Finally, the number of broken wires and breakage time of the cables are determined according to the variation in the margin index.

Highlights

  • Cables are the most critical bridge components and play an important role in cable-stayed systems.corrosion and fatigue damage occur, thereby reducing the security of cable-stayed bridges [1,2]

  • The aims of this research are to identify the defects by analyzing acoustic emission (AE) signals; to understand the mechanism of crack generation, expansion, and damage generation; and to find an effective method of determining the fatigue damage evolution of corroded bridge cables

  • The deformation performance of the corroded wire is very poor based on the scanning electron microscopy (SEM) images of the corroded and non-corroded steel wires fracture characteristics

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Summary

Introduction

Cables are the most critical bridge components and play an important role in cable-stayed systems. Acoustic emission (AE) is a dynamic nondestructive detection method that has been widely used to detect the deformation, fracture and phase transition of various materials, based on the characteristics of the emitted sound waves and the external conditions that generate AE signals [9,10,11] It can be used in the online monitoring of bridge cable damage and provide forecasts of early damage. The aims of this research are to identify the defects by analyzing AE signals; to understand the mechanism of crack generation, expansion, and damage generation; and to find an effective method of determining the fatigue damage evolution of corroded bridge cables

Analysis for the Mechanical Properties of Corroded Wires
Experimental Scheme
A E trans duc er ca ble pre a m plifie r pre a m plifie r
Analysiss of the Fattigue Damagge Evolution of the Enttire Corrodded Bridge C
AE Signal Energy Feature Extraction Algorithm Using the Wavelet Packet
Typical AE Waveform of the Bridge Cable Fatigue Damage
Findings
Conclusions
Full Text
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