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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2014-02-01
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Series: | International Journal of Distributed Sensor Networks |
Online Access: | https://doi.org/10.1155/2014/827130 |
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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 |
work_keys_str_mv |
AT dongshengli corrosionmonitoringandevaluationofreinforcedconcretestructuresutilizingtheultrasonicguidedwavetechnique AT shuaifangzhang corrosionmonitoringandevaluationofreinforcedconcretestructuresutilizingtheultrasonicguidedwavetechnique AT weiyang corrosionmonitoringandevaluationofreinforcedconcretestructuresutilizingtheultrasonicguidedwavetechnique AT wenyaozhang corrosionmonitoringandevaluationofreinforcedconcretestructuresutilizingtheultrasonicguidedwavetechnique |
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1724518476270272512 |