Cooling-excited infrared thermography for enhancing the detection of concrete filled steel tube interfacial debonding at concrete hydration
Date
2024-02-24
Journal Title
Journal ISSN
Volume Title
Publisher
Case Studies in Construction Materials
Abstract
Interfacial Debonding occurring in concrete-filled steel Tube (CFST) arch bridges during construction is a critical issue, which can reduce the CFST carrying capacity and thus degrade the operational lifespan of the bridge. Timely detection of this type of defect during bridge construction can be highly cost-effective but rare sensing technology was reported for detection at this stage. Infrared thermography has been recognized as a potential detection method but still faces the challenge of low thermal contrast developed from concrete hydration. This research investigates the feasibility of using hydration heat as an internal heat source and proposes water-spray cooling as an external excitation to improve infrared debonding detection. The experimental study is carried out to investigate the detectability enhancement before and after the cooling excitation in terms of different debonding sizes and thicknesses. An image enhancement method is then proposed for debonding visualization based on the temperature difference matrix. In addition, the numerical simulation is conducted to analyze the cooling effect regarding the excitation intensity variation. The findings reveal that the thermal contrast of debonding ranges from 0.1 to 0.35℃ before cooling excitation and is enhanced by 2–3 times thereafter. In addition, the developed maximum thermal contrast of debonding can be characterized through a linear relationship to the cooling excitation intensity based on numerical analysis. The proposed method shows significant feasibility for early detection of debonding in CFST during arch bridge construction, which enables a new potential for structural inspection.
Highlights
• Cooling excitation improves the infrared detection by 2–3 times during the hydration heat-release stage.
• More temperature change is stimulated in debonding areas than in non-debonding areas by the cooling excitation.
• The proposed infrared image enhancement method improves the visibility of debonding areas.
• The maximum temperature difference and excitation intensity can be characterized by a linear function.
Description
This article was originally published in Case Studies in Construction Materials. The version of record is available at: https://doi.org/10.1016/j.cscm.2024.e02995.
© 2024 The Author(s). Published by Elsevier Ltd. This is an open access article under the CC BY-NC-ND license (http://creativecommons.org/licenses/by-nc-nd/4.0/).
Keywords
concrete-filled steel tube, debonding defection, infrared thermal imaging, cooling excitation, detection enhancement
Citation
Cai, Haonan, Chongsheng Cheng, Ri Na, Hong Zhang, Jianting Zhou, Shihong Jing, and Chaojie Miao. “Cooling-Excited Infrared Thermography for Enhancing the Detection of Concrete Filled Steel Tube Interfacial Debonding at Concrete Hydration.” Case Studies in Construction Materials 20 (July 2024): e02995. https://doi.org/10.1016/j.cscm.2024.e02995.