Technical Papers
Aug 26, 2024

Research on the Induction Heating Thermal Properties of Asphalt Concrete via Pixel-Level Analysis

Publication: Journal of Materials in Civil Engineering
Volume 36, Issue 11

Abstract

Induction heating of asphalt concrete has the characteristics of high crack repair efficiency and environmental sustainability. However, the uneven temperature distribution and local overheating obstruct its widespread application. Therefore, this paper conducted a pixel-level quantitative analysis of the temperature distribution characteristics and local overheating phenomenon on both the upper and side surfaces of asphalt concrete with different steel fiber (SF) contents after continuous heating. The temperature distribution was visualized by three-dimensional (3D) heat maps and violin maps. The uniformity of temperature was analyzed by the slope absolute value of the linear fitting results and the ratio of the interquartile range to the range. Results indicated that high SF content accelerated the heating rate of asphalt concrete but decreased the temperature uniformity. Localized overheating caused thermal expansion damage in asphalt mixtures, and the sample with 10% SF had both 304.2°C (maximum) and 79.7°C (minimum) upper surface temperatures at 60 s of heating, with local structural disintegration of the mixture. Higher heating uniformity and faster heating rates were achieved for samples with 6% SF content. The heating rate decreased with increasing heating time. The upper surface of the sample with 8% SF can be heated up the fastest (2.28°C/s). It is recommended that the maximum temperature of the upper surface be controlled during induction heating to avoid thermal damage. This proposal provides a reference for the practical application of induction heating technology.

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Data Availability Statement

All data, models, and code generated or used during the study appear in the published article.

Acknowledgments

The authors are appreciative of the financial assistance granted by the National Natural Science Foundation of China (No. 52378461), Fujian Provincial Transportation Technology Project (No. 202208), and Fujian Provincial “Open bidding for selecting the best candidates” project (No. 2023H0053).

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 36Issue 11November 2024

History

Received: Jan 25, 2024
Accepted: Apr 2, 2024
Published online: Aug 26, 2024
Published in print: Nov 1, 2024
Discussion open until: Jan 26, 2025

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Ph.D. Student, State Key Laboratory of Silicate Materials for Architectures, Wuhan Univ. of Technology, Luoshi Rd. 122, Wuhan 430070, China. Email: [email protected]
Ph.D. Student, State Key Laboratory of Silicate Materials for Architectures, Wuhan Univ. of Technology, Luoshi Rd. 122, Wuhan 430070, China. Email: [email protected]
Shaopeng Wu, S.M.ASCE [email protected]
Professor, State Key Laboratory of Silicate Materials for Architectures, Wuhan Univ. of Technology, Luoshi Rd. 122, Wuhan 430070, China (corresponding author). Email: [email protected]
Quantao Liu [email protected]
Professor, State Key Laboratory of Silicate Materials for Architectures, Wuhan Univ. of Technology, Luoshi Rd. 122, Wuhan 430070, China. Email: [email protected]
Jiazhu Wang [email protected]
Senior Engineer, Fujian Provincial Transportation Research Institute Co., Ltd., Wuyi Middle Rd. 104, Chating St., Taijiang District, Fuzhou, Fujian 350004, China. Email: [email protected]
Qi Jiang, S.M.ASCE [email protected]
Ph.D. Student, State Key Laboratory of Silicate Materials for Architectures, Wuhan Univ. of Technology, Luoshi Rd. 122, Wuhan 430070, China. Email: [email protected]

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