A Study on the Detection of Internal Defect Types for Duct Depth of Prestressed Concrete Structures Using Electromagnetic and Elastic Waves

被引:12
作者
Yoon, Young-Geun [1 ]
Lee, Jae-Yun [1 ]
Choi, Hajin [2 ]
Oh, Tae-Keun [1 ,3 ]
机构
[1] Incheon Natl Univ, Dept Safety Engn, Incheon 22012, South Korea
[2] Soongsil Univ, Sch Architecture, Seoul 06978, South Korea
[3] Incheon Natl Univ, Res Inst Engn & Technol, Incheon 22012, South Korea
基金
新加坡国家研究基金会;
关键词
prestressed concrete; electromagnetic wave; elastic wave; non-destructive testing; impact echo; principal component analysis; IMPACT-ECHO; CORROSION;
D O I
10.3390/ma14143931
中图分类号
O64 [物理化学(理论化学)、化学物理学];
学科分类号
070304 ; 081704 ;
摘要
Prestressed concrete (PSC) is widely used for the construction of bridges. The collapse of several bridges with PSC has been reported, and insufficient grout and tendon corrosion were found inside the ducts of these bridges. Therefore, non-destructive testing (NDT) technology is important for identifying defects inside ducts in PSC structures. Electromagnetic (EM) waves have limited detection of internal defects in ducts due to strong reflections from the surface of the steel ducts. Spectral analysis of the existing impact echo (IE) method is limited to specific conditions. Moreover, the flexural mode in upper defects of ducts located at a shallow depth and delamination defects inside ducts are not considered. In this study, the applicability of the elastic wave of IE was analyzed, and multichannel analysis of surface, EM, and shear waves was employed to evaluate six types of PSC structures. A procedure using EM waves, IE, and principal component analysis (PCA) was proposed for a more accurate classification of defect types inside ducts. The proposed procedure was effective in classifying upper, internal, and delamination defects of ducts under 100 mm in thickness, and it could be utilized up to 200 mm in the case of duct defect limitations.
引用
收藏
页数:23
相关论文
共 39 条
[31]   Bonding state evaluation of tunnel shotcrete applied onto hard rocks using the impact-echo method [J].
Song, Ki-Il ;
Cho, Gye-Chun .
NDT & E INTERNATIONAL, 2009, 42 (06) :487-500
[32]  
Tinkey Y, 2007, STRUCT C NEW HOR BET, P1, DOI [10.1061/40946(248)73., DOI 10.1061/40946(248)73]
[33]  
Valenzuela M.L., 1997, P 4 INT C AUD DISPL
[34]   COLLAPSE OF YNYS-Y-GWAS BRIDGE, WEST-GLAMORGAN [J].
WOODWARD, RJ ;
WILLIAMS, FW .
PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS PART 1-DESIGN AND CONSTRUCTION, 1988, 84 :635-669
[35]  
WOODWARD RJ, 1991, P I CIVIL ENG PT 1, V90, P397
[36]  
Xiao J.Z., 2015, ROBOTIC INSPECTION B, P7
[37]  
Youn S., 2006, P JSCE KSCE JOINT SE, P1
[38]   Concrete Condition Assessment Using Impact-Echo Method and Extreme Learning Machines [J].
Zhang, Jing-Kui ;
Yan, Weizhong ;
Cui, De-Mi .
SENSORS, 2016, 16 (04)
[39]   Experimental and Numerical Studies on Nondestructive Evaluation of Grout Quality in Tendon Ducts Using Impact-Echo Method [J].
Zou, Chunjiang ;
Chen, Zhengzhou ;
Dong, Ping ;
Chen, Changhe ;
Cheng, Yi .
JOURNAL OF BRIDGE ENGINEERING, 2016, 21 (02)