Corrosion Monitoring and Evaluation of Reinforced Concrete Structures Utilizing the Ultrasonic Guided Wave Technique

Corrosion of reinforced concrete structures has become a major problem worldwide, leading to very high repair costs. A dearth of studies has focused on the corrosion damage evolution of reinforced concrete. In this paper, the ultrasonic guided wave (UGW) technique is adopted to monitor the reinforce...

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Main Authors: Dongsheng Li, Shuaifang Zhang, Wei Yang, Wenyao Zhang
Format: Article
Language:English
Published: SAGE Publishing 2014-02-01
Series:International Journal of Distributed Sensor Networks
Online Access:https://doi.org/10.1155/2014/827130
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spelling doaj-f30a7a7c89f04c5ea496c9f8986773462020-11-25T03:43:39ZengSAGE PublishingInternational Journal of Distributed Sensor Networks1550-14772014-02-011010.1155/2014/827130827130Corrosion Monitoring and Evaluation of Reinforced Concrete Structures Utilizing the Ultrasonic Guided Wave TechniqueDongsheng Li0Shuaifang Zhang1Wei Yang2Wenyao Zhang3 School of Civil Engineering, Dalian University of Technology, Dalian 116024, China School of Civil Engineering, Dalian University of Technology, Dalian 116024, China Fujian Academy of Building Research, Fuzhou 350025, China Fujian Academy of Building Research, Fuzhou 350025, ChinaCorrosion of reinforced concrete structures has become a major problem worldwide, leading to very high repair costs. A dearth of studies has focused on the corrosion damage evolution of reinforced concrete. In this paper, the ultrasonic guided wave (UGW) technique is adopted to monitor the reinforced concrete corrosion damage evolution process. The properties of different guide wave modes were studied by steel rebar dispersion curves of UGWs through numerical calculation. The availability and validity of the UGW testing-reinforced concrete corrosion damage is proved by corrosion experiment. The experiment shows that the first wave peak value could describe the whole process of steel rebar corrosion. As the corrosion damage level increases, the relative variation for the first UGW peak value increases first and then decreases.https://doi.org/10.1155/2014/827130
collection DOAJ
language English
format Article
sources DOAJ
author Dongsheng Li
Shuaifang Zhang
Wei Yang
Wenyao Zhang
spellingShingle Dongsheng Li
Shuaifang Zhang
Wei Yang
Wenyao Zhang
Corrosion Monitoring and Evaluation of Reinforced Concrete Structures Utilizing the Ultrasonic Guided Wave Technique
International Journal of Distributed Sensor Networks
author_facet Dongsheng Li
Shuaifang Zhang
Wei Yang
Wenyao Zhang
author_sort Dongsheng Li
title Corrosion Monitoring and Evaluation of Reinforced Concrete Structures Utilizing the Ultrasonic Guided Wave Technique
title_short Corrosion Monitoring and Evaluation of Reinforced Concrete Structures Utilizing the Ultrasonic Guided Wave Technique
title_full Corrosion Monitoring and Evaluation of Reinforced Concrete Structures Utilizing the Ultrasonic Guided Wave Technique
title_fullStr Corrosion Monitoring and Evaluation of Reinforced Concrete Structures Utilizing the Ultrasonic Guided Wave Technique
title_full_unstemmed Corrosion Monitoring and Evaluation of Reinforced Concrete Structures Utilizing the Ultrasonic Guided Wave Technique
title_sort corrosion monitoring and evaluation of reinforced concrete structures utilizing the ultrasonic guided wave technique
publisher SAGE Publishing
series International Journal of Distributed Sensor Networks
issn 1550-1477
publishDate 2014-02-01
description Corrosion of reinforced concrete structures has become a major problem worldwide, leading to very high repair costs. A dearth of studies has focused on the corrosion damage evolution of reinforced concrete. In this paper, the ultrasonic guided wave (UGW) technique is adopted to monitor the reinforced concrete corrosion damage evolution process. The properties of different guide wave modes were studied by steel rebar dispersion curves of UGWs through numerical calculation. The availability and validity of the UGW testing-reinforced concrete corrosion damage is proved by corrosion experiment. The experiment shows that the first wave peak value could describe the whole process of steel rebar corrosion. As the corrosion damage level increases, the relative variation for the first UGW peak value increases first and then decreases.
url https://doi.org/10.1155/2014/827130
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AT weiyang corrosionmonitoringandevaluationofreinforcedconcretestructuresutilizingtheultrasonicguidedwavetechnique
AT wenyaozhang corrosionmonitoringandevaluationofreinforcedconcretestructuresutilizingtheultrasonicguidedwavetechnique
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