Ground penetration radar based digital image processing for reinforcement corrosion in concrete

被引:1
作者
Al-Hameedawi, Amjed Naser Mohsin [1 ]
Abdulkhudhur, Raad [1 ]
Abdulkareem, Ahmed Omran [2 ]
机构
[1] Univ Technol Iraq, Civil Engn Dept, Baghdad, Iraq
[2] Minist Sci & Technol, Ctr Geophys & Water Resources, Baghdad, Iraq
关键词
GPR; Radargram; Geomatic; Corrosion; Concrete; REBAR; BEHAVIOR;
D O I
10.1007/s41062-022-00840-w
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
In moderate and destructive environments, the issue of corrosion in the reinforcement of reinforced concrete structures has become a serious problem. In this paper, GPR based on digital image processing was used to monitor and estimate the degree of corrosion based on GPR technology in an intelligent, simple, and cost-effective way. The ground penetrating radar antenna at 1 GHz frequency was employed to evaluate concrete walls, roofs, and floors to demonstrate the corrosion of reinforced steel structures. Five programs were used for the analysis and interpretation as follows: RadExplorer, Easy3D, 3D Vision, Fourier Editor, ERDAS Imagine, and ArcGIS pro 2.8. The radargram images were transformed to frequency domain (Fourier) and enhanced by using a Gaussian low pass filter to remove noise, anomalies, and unwanted information. To enhance the versions of radargram's images, Inverse Fourier Transform was utilized to retransform them. To check the validity, two types of rebars were installed in the specimens. Uncorroded rebar with a 12 mm diameter was installed in the first specimen and corroded rebar of 12 mm with a 15% level of corrosion was installed in the second specimen. When scanning by GPR, the results were promising. Significant results, highest Estimated Level of Corrosion in Rebar that emerged from the analysis of GPR data were 20% in the roof, 15% in the concrete floor, and 11% in the concrete wall, respectively. Both simulation data and actual GPR field test data were used in the experiments. The Results validated the algorithm's efficiency in detecting and identifying corrosion in RC structures.
引用
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页数:12
相关论文
共 36 条
[21]   3-D Multistatic Ground Penetrating Radar Imaging for Augmented Reality Visualization [J].
Pereira, Mauricio ;
Burns, Dylan ;
Orfeo, Daniel ;
Zhang, Yu ;
Jiao, Liangbao ;
Huston, Dryver ;
Xia, Tian .
IEEE TRANSACTIONS ON GEOSCIENCE AND REMOTE SENSING, 2020, 58 (08) :5666-5675
[22]   Reinforced concrete structures: A review of corrosion mechanisms and advances in electrical methods for corrosion monitoring [J].
Rodrigues, Romain ;
Gaboreau, Stephane ;
Gance, Julien ;
Ignatiadis, Ioannis ;
Betelu, Stephanie .
CONSTRUCTION AND BUILDING MATERIALS, 2021, 269
[23]  
Seger M.A., 2011, ENG TECH J, V29, P554
[24]  
Seger MA., 2010, ENG TECHNOL J, V28
[25]   Optical image encryption using different twiddle factors in the butterfly algorithm of fast Fourier transform [J].
Song, Jaehun ;
Lee, Yeon Ho .
OPTICS COMMUNICATIONS, 2021, 485
[26]   Evaluation of corrosion characteristics and corrosion effects on the mechanical properties of reinforcing steel bars based on three-dimensional scanning [J].
Sun, Xiaoyan ;
Kong, Hangting ;
Wang, Hailong ;
Zhang, Zhicheng .
CORROSION SCIENCE, 2018, 142 :284-294
[27]   A review on five key sensors for monitoring of concrete structures [J].
Taheri, Shima .
CONSTRUCTION AND BUILDING MATERIALS, 2019, 204 :492-509
[28]  
Verma S., 2013, J. Constr. Eng., DOI DOI 10.1155/2013/834572
[29]   Research on internal monitoring of reinforced concrete under accelerated corrosion, using XCT and DIC technology [J].
Wang, Xiaoxian ;
Jin, Zuquan ;
Liu, Jiaping ;
Chen, Fanxiu ;
Feng, Pan ;
Tang, Jinhui .
CONSTRUCTION AND BUILDING MATERIALS, 2021, 266
[30]   Hybrid non-destructive evaluation methods for characterizing chloride induced corrosion in concrete [J].
Wong, Phoebe T. W. ;
Lai, Wallace W. L. ;
Sham, Janet F. C. ;
Poon, Chi-sun .
NDT & E INTERNATIONAL, 2019, 107