Wave amplitude of embedded ultrasonic transducer-based damage monitoring of concrete due to steel bar corrosion. (July 2022)

• Record Type: Journal Article
• Authors: Zhang, Shunquan; Jia, Zijian; Xiong, Yuanliang; Cao, Ruilin; Zhang, Yamei; Banthia, Nemkumar
• Is Part Of: Structural health monitoring. Volume 21:Number 4(2022)
• Page Start: 1694
• Page End: 1709
• Publication Date: 2022-07
• Subjects: Reinforcement corrosion -- ultrasonic -- structural health monitoring -- embedded transducer -- concrete damage; Structural health monitoring -- Periodicals; Structural stability -- Periodicals; Strength of materials -- Periodicals; Nondestructive testing -- Periodicals; Constructions -- Stabilité -- Périodiques; Résistance des matériaux -- Périodiques; Contrôle non destructif -- Périodiques; Electronic journals; 624.17
• DOI: 10.1177/14759217211041706
• Languages: English
• ISSNs: 1475-9217

Abstract

In this research, four embedded ultrasonic piezoelectric transducers were combined to form cross pair and opposite pair monitoring schemes for continuously monitoring the damage to different strength grades of concrete caused by the corrosion of reinforcements under accelerated corrosion conditions. The damage process was analyzed by combining the electrochemical effects of steel corrosion, that is, half-cell potential and galvanic current tests. Results show that the embedded ultrasonic transducer method can detect damage of concrete during steel corrosion and that each stage of damage can be determined from the plots of ultrasonic transducer data versus corrosion rate. The results further indicate that a combination of cross pair and opposite pair testing methods can more comprehensively reflect the damage to concrete caused by the expansion of corrosion of steel bars, than a single testing method. Since electrochemical testing can only depict the corrosion state of steel rebars, it is beneficial to use embedded ultrasonic measurements to monitor the damage process of concrete. The differences in damage between different strength grades of concrete, that is, the resistance to corrosion of steel bars and brittle failure, can be obtained from the plots of ultrasonic transducer data.