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Sensitive Damage Detection of Reinforced Concrete Bridge Slab by ``Time-Variant Deconvolution'' of SHF-Band Radar Signal

DOI:10.1109/TGRS.2018.2866991 期刊:IEEE Transactions on Geoscience and Remote Sensing 出版年份:2018 更新时间:2025-09-23 15:23:52
摘要: In this paper, we focus on ground-penetrating radar (GPR) for infrastructural health monitoring, especially for the monitoring of reinforced concrete (RC) bridge slab. Due to the demand of noncontact and high-speed monitoring technique which can handle vast amounts of aging infrastructures, GPR is a promising tool. However, because radar images consist of many reflected waves, they are usually difficult to interpret. Furthermore, the spatial resolution of system is not enough considering the thickness of target damages, cracks, and segregation are millimeter-to-centimeter order while the wavelength of ordinary GPR ultrahigh-frequency band is over 10 cm. To address these problems, for the purpose of sensitive damage detection, we propose a new algorithm based on deconvolution utilizing a super high-frequency (SHF) band system. First, a distribution of reflection coefficient is inversely estimated by 1-D bridge slab model. Because concrete is found to be a lossy medium at SHF band, we consider the attenuation of signal in deconvolution. The algorithm is called 'time-variant deconvolution' in this paper. After the validation by simulation, the effects of the algorithm and frequency band on damage detection accuracy are evaluated by a field experiment. Though the results show a 1-mm horizontal crack is not detected by measured waves, when it is filled with water, it is detected by time-variant deconvolution. Moreover, the 1-mm dried crack is detected only by time-variant deconvolution at SHF band, which greatly emphasizes the peaks of the reflection coefficient of the crack.
作者: Takahiro Yamaguchi,Tsukasa Mizutani,Minoru Tarumi,Di Su
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To develop a sensitive damage detection system for reinforced concrete bridge slabs using ground-penetrating radar (GPR) with a new deconvolution algorithm and higher frequency bands to detect millimeter-order thin cracks and segregations.

The proposed time-variant deconvolution algorithm at SHF band significantly improves the detection sensitivity for millimeter-order damages in RC bridge slabs. It successfully detects 1-mm cracks, especially when filled with water, and provides accurate depth and condition assessments. The method enhances GPR's utility for noncontact, high-speed infrastructure monitoring, with potential for broader application after further validation.

The study assumes a 1-D model and ignores 3-D effects and inhomogeneity of media. Multireflection and transmission losses are not fully considered, potentially leading to underestimation. The algorithm's performance depends on accurate noise level assumptions and initial reflection coefficient estimates. Applicability may vary for concrete with different compositions or standards.

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