Multi-scale perspective on bridge damage detection and service performance evaluation research: a review
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Affiliation:

1.School of Civil EngineeringSouthwest Jiaotong University, Chengdu 610031, P. R. China;2.National Key Laboratory of Bridge Intelligent and Green Construction, Southwest Jiaotong University, Chengdu 610031, P. R. China;3.Sichuan Jiaoda Engineering Testing Consulting Co. Ltd., Chengdu 610031, P. R. China;4. School of Economic and Management, North University of China, Taiyuan 030051, P. R. China

Clc Number:

U446.3

Fund Project:

National Natural Science Foundation of China (No. 52322811); Sichuan Science and Technology Program (No. 2020YJ0081); Scientific Program of Sichuan Jiaoda Engineering Testing Consulting Co., Ltd. (No. KYL202305-0143)

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    Abstract:

    Bridge inspection and service performance evaluation are critical technologies for ensuring the safe operation of bridges. Utilising a multi-scale perspective, the paper systematically reviews the academic progress and future trends in the field of bridge damage detection and assessment. The research is explored from three different scales: macro, meso, and sub-micro. A thorough analysis of the evolution of bridge feature detection methods is presented at the macro level, illuminating the trend of transformation toward rapid detection technologies based on vehicle responses. At the meso- and sub-micro scales, the complexity of bridge surface damage has resulted in research focusing on recognition methods based on computer vision. In terms of service performance evaluation, the extant methods for short-term bridge condition assessment and long-term condition prediction are summarized. The comprehensive analysis shows that the current bridge inspection technology has been effective in identifying bridge damage features. However, future research should still focus on two directions: macro damage identification based on vehicle response and meso- and sub-micro damage identification based on computer vision. Both directions have shown great application potential. Future research should further optimize vehicle-bridge coupled response models and improve their applicability to different forms of macro-scale damage; Study the mapping relationships between meso- and sub-micro-scale damage images and bridge mechanical characteristics; conduct research on multi-scale damage correlation to improve detection accuracy; and explore more practical evaluation methods for bridge service performance based on engineering practice.

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李泽伟,杨永清,谢明志,黄胜前,郑小刚,余华丽,邹凌晨.多尺度视角下桥梁损伤检测与服役性能评估研究综述[J].土木与环境工程学报(中英文),2026,48(4):154~169

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History
  • Received:July 12,2024
  • Revised:
  • Adopted:
  • Online: July 08,2026
  • Published:
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