共 265 条
Computer Vision-Based Bridge Inspection and Monitoring: A Review
被引:46
作者:
Luo, Kui
[1
]
Kong, Xuan
[1
,2
]
Zhang, Jie
[1
]
Hu, Jiexuan
[1
]
Li, Jinzhao
[1
]
Tang, Hao
[1
]
机构:
[1] Hunan Univ, Coll Civil Engn, Changsha 410082, Peoples R China
[2] Hunan Univ, Coll Civil Engn, Key Lab Damage Diag Engn Struct Hunan Prov, Changsha 410082, Peoples R China
来源:
基金:
中国国家自然科学基金;
关键词:
bridge inspection and monitoring;
computer vision;
surface defect detection;
displacement measurement;
modal identification;
damage detection;
vehicle parameter identification;
DIGITAL IMAGE CORRELATION;
DYNAMIC DISPLACEMENT MEASUREMENT;
FIELD VIBRATION MODES;
CRACK DETECTION;
DAMAGE DETECTION;
OPTICAL-FLOW;
MODAL IDENTIFICATION;
SYSTEM-IDENTIFICATION;
BLIND IDENTIFICATION;
CIVIL INFRASTRUCTURE;
D O I:
10.3390/s23187863
中图分类号:
O65 [分析化学];
学科分类号:
070302 ;
081704 ;
摘要:
Bridge inspection and monitoring are usually used to evaluate the status and integrity of bridge structures to ensure their safety and reliability. Computer vision (CV)-based methods have the advantages of being low cost, simple to operate, remote, and non-contact, and have been widely used in bridge inspection and monitoring in recent years. Therefore, this paper reviews three significant aspects of CV-based methods, including surface defect detection, vibration measurement, and vehicle parameter identification. Firstly, the general procedure for CV-based surface defect detection is introduced, and its application for the detection of cracks, concrete spalling, steel corrosion, and multi-defects is reviewed, followed by the robot platforms for surface defect detection. Secondly, the basic principle of CV-based vibration measurement is introduced, followed by the application of displacement measurement, modal identification, and damage identification. Finally, the CV-based vehicle parameter identification methods are introduced and their application for the identification of temporal and spatial parameters, weight parameters, and multi-parameters are summarized. This comprehensive literature review aims to provide guidance for selecting appropriate CV-based methods for bridge inspection and monitoring.
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页数:33
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