Abstract

This article presents an application of an active all-optical photoacoustic sensing system with four elements for steel rebar corrosion monitoring. The sensor utilized a photoacoustic mechanism of gold nanocomposites to generate 8 MHz broadband ultrasound pulses in 0.4 mm compact space. A nanosecond 532 nm pulsed laser and 400 μm multimode fiber were employed to incite an ultrasound reaction. The fiber Bragg gratings were used as distributed ultrasound detectors. Accelerated corrosion testing was applied to four sections of a single steel rebar with four different corrosion degrees. Our results demonstrated that the mass loss of steel rebar displayed an exponential growth with ultrasound frequency shifts. The sensitivity of the sensing system was such that 0.175 MHz central frequency reduction corresponded to 0.02 g mass loss of steel rebar corrosion. It was proved that the all-optical photoacoustic sensing system can actively evaluate the corrosion of steel rebar via ultrasound spectrum. This multipoint all-optical photoacoustic method is promising for embedment into a concrete structure for distributed corrosion monitoring.

Highlights

  • IntroductionSteel-reinforcing bars (rebars) are commonly used in reinforced and prestressed concrete (RC/PC)structures (e.g., buildings, bridges), mainly to provide tensile strength for the structures

  • Steel-reinforcing bars are commonly used in reinforced and prestressed concrete (RC/PC)structures, mainly to provide tensile strength for the structures

  • Electrochemical principle on steel rebar corrosion, the corrosion rate corresponds to the accelerated corrosion testing time

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Summary

Introduction

Steel-reinforcing bars (rebars) are commonly used in reinforced and prestressed concrete (RC/PC)structures (e.g., buildings, bridges), mainly to provide tensile strength for the structures. Steel-reinforcing bars (rebars) are commonly used in reinforced and prestressed concrete (RC/PC). Corrosion of steel rebar can significantly undermine the structural integrity and reduce durability of concrete structures. Steel rebar corrosion results in a tremendous cost (more than 14 billion dollars per year in the United States) for maintenance, rehabilitation, and rebuild [1]. Steel rebar corrosion is associated with concrete cracking and spalling, leading to loss of cross-sectional area and reduction of structural stiffness. Health monitoring and damage detection of RC/PC structures for early-stage steel rebar corrosion are essential to reduce maintenance cost and to prevent sudden failure from happening [2]. For inaccessible structural members, such as rebar embedded in concrete, application of the aforementioned techniques becomes very difficult

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