Evaluation of Delamination in Concrete by IE Testing Using Multi-Channel Elastic Wave Data

The main objectives of this study are to develop a non-destructive test method for evaluating delamination defects in concrete by the Impact-echo test using multi-channel elastic wave data and to verify the validity of the proposed method by experimental studies in the laboratory. First, prototype e...

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Main Authors: Seong-Hoon Kee, Jin-Wook Lee, Ma. Doreen Candelaria
Format: Article
Language:English
Published: MDPI AG 2019-12-01
Series:Sensors
Subjects:
Online Access:https://www.mdpi.com/1424-8220/20/1/201
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author Seong-Hoon Kee
Jin-Wook Lee
Ma. Doreen Candelaria
author_facet Seong-Hoon Kee
Jin-Wook Lee
Ma. Doreen Candelaria
author_sort Seong-Hoon Kee
collection DOAJ
description The main objectives of this study are to develop a non-destructive test method for evaluating delamination defects in concrete by the Impact-echo test using multi-channel elastic wave data and to verify the validity of the proposed method by experimental studies in the laboratory. First, prototype equipment using an eight-channel linear sensor array was developed to perform elastic wave measurements on the surface of the concrete. In this study, three concrete slab specimens (1500 mm (width) by 1500 mm (length) by 300 mm (thickness)), with simulated delamination defects of various lateral dimensions and depth, were designed and constructed in the laboratory. Multi-channel elastic wave signals measured on the three concrete specimens were converted to the frequency-phase velocity image by using the phase-shift method. A data processing method was proposed to extract the dominant propagating waves and non-propagating waves from the dispersion images. The dominant wave modes were used to evaluate delamination defects in concrete. It was demonstrated that the surface wave velocity values were useful for characterizing the shallow delamination defects in concrete. In addition, the peak frequency of non-propagating wave modes extracted from the dispersion images gives information on the lateral dimensions and depths of the delamination defects. This study also discussed the feasibility of combined use of the results from propagating and non-propagating wave modes to better understand the information on delamination defects in concrete. As will be discussed, the multi-channel elastic wave measurements enable more accurate, consistent, and rapid measurements and data processing for evaluation of delamination defects in concrete than the single-channel sensing method.
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spelling doaj.art-269e90c658de4ee9a54b069eda10ee362022-12-22T02:17:50ZengMDPI AGSensors1424-82202019-12-0120120110.3390/s20010201s20010201Evaluation of Delamination in Concrete by IE Testing Using Multi-Channel Elastic Wave DataSeong-Hoon Kee0Jin-Wook Lee1Ma. Doreen Candelaria2Department of Architectural Engineering, Dong-A University, 37 Nakdong-Daero 550 Beon-gil Saha-gu, Busan 69315, KoreaAdvanced Railroad Civil Engineering Division, Korea Railroad Research Institute, 176 Cheoldobangmulgwan-ro, Uiwang-si, Gyeonggi-do 16105, KoreaDepartment of Architectural Engineering, Dong-A University, 37 Nakdong-Daero 550 Beon-gil Saha-gu, Busan 69315, KoreaThe main objectives of this study are to develop a non-destructive test method for evaluating delamination defects in concrete by the Impact-echo test using multi-channel elastic wave data and to verify the validity of the proposed method by experimental studies in the laboratory. First, prototype equipment using an eight-channel linear sensor array was developed to perform elastic wave measurements on the surface of the concrete. In this study, three concrete slab specimens (1500 mm (width) by 1500 mm (length) by 300 mm (thickness)), with simulated delamination defects of various lateral dimensions and depth, were designed and constructed in the laboratory. Multi-channel elastic wave signals measured on the three concrete specimens were converted to the frequency-phase velocity image by using the phase-shift method. A data processing method was proposed to extract the dominant propagating waves and non-propagating waves from the dispersion images. The dominant wave modes were used to evaluate delamination defects in concrete. It was demonstrated that the surface wave velocity values were useful for characterizing the shallow delamination defects in concrete. In addition, the peak frequency of non-propagating wave modes extracted from the dispersion images gives information on the lateral dimensions and depths of the delamination defects. This study also discussed the feasibility of combined use of the results from propagating and non-propagating wave modes to better understand the information on delamination defects in concrete. As will be discussed, the multi-channel elastic wave measurements enable more accurate, consistent, and rapid measurements and data processing for evaluation of delamination defects in concrete than the single-channel sensing method.https://www.mdpi.com/1424-8220/20/1/201multi-channel elastic wave measurementdelaminationconcretelamb waves
spellingShingle Seong-Hoon Kee
Jin-Wook Lee
Ma. Doreen Candelaria
Evaluation of Delamination in Concrete by IE Testing Using Multi-Channel Elastic Wave Data
Sensors
multi-channel elastic wave measurement
delamination
concrete
lamb waves
title Evaluation of Delamination in Concrete by IE Testing Using Multi-Channel Elastic Wave Data
title_full Evaluation of Delamination in Concrete by IE Testing Using Multi-Channel Elastic Wave Data
title_fullStr Evaluation of Delamination in Concrete by IE Testing Using Multi-Channel Elastic Wave Data
title_full_unstemmed Evaluation of Delamination in Concrete by IE Testing Using Multi-Channel Elastic Wave Data
title_short Evaluation of Delamination in Concrete by IE Testing Using Multi-Channel Elastic Wave Data
title_sort evaluation of delamination in concrete by ie testing using multi channel elastic wave data
topic multi-channel elastic wave measurement
delamination
concrete
lamb waves
url https://www.mdpi.com/1424-8220/20/1/201
work_keys_str_mv AT seonghoonkee evaluationofdelaminationinconcretebyietestingusingmultichannelelasticwavedata
AT jinwooklee evaluationofdelaminationinconcretebyietestingusingmultichannelelasticwavedata
AT madoreencandelaria evaluationofdelaminationinconcretebyietestingusingmultichannelelasticwavedata