Comprehensive measurement techniques and multi-index correlative evaluation approach for structural health monitoring of highway bridges

被引:17
|
作者
Zhou, Cuiying [1 ,2 ]
Wu, Yongtian [1 ,2 ,3 ]
Cui, Guangjun [1 ,2 ]
Zhang, Aobo [1 ,2 ]
Gao, Yi [1 ,2 ]
Wang, Xiangdong [1 ,2 ]
Ouyang, Jinwu [1 ,2 ]
Sun, Hao [1 ,2 ]
Liang, Yanhao [1 ,2 ]
Liu, Zhen [1 ,2 ]
Zhang, Lihai [4 ]
机构
[1] Sun Yat Sen Univ, 135 XinGangXiLu, Guangzhou 510275, Peoples R China
[2] Sun Yat Sen Univ, Guangdong Engn Res Ctr Major Infrastruct Safety, Sch Civil Engn, Guangzhou 510275, Peoples R China
[3] Guangdong Prov Freeway Co Ltd, 83 BaiYunLu, Guangzhou 510100, Peoples R China
[4] Univ Melbourne, Dept Infrastruct Engn, Melbourne, Vic 3010, Australia
基金
中国国家自然科学基金;
关键词
Highway bridge; Structural health monitoring; Multi-index correlative evaluation; Service performance; DAMAGE-DETECTION; DEVICES; SENSORS;
D O I
10.1016/j.measurement.2019.107360
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
The bridge is damaged under the long-term traffic load, climate and geological conditions, which may lead to serious traffic interruption and economic loss. This study presents an integrated measurement technique in conjunction with a multi-index correlative evaluation approach for structural condition assessment of bridges. Using a typical highway bridge in China as a case study, the concrete strength, thickness of bridge deck pavement, thickness of the bottom plate of the hollow plate, crack development, cover thickness of steel bars etc. were systematically monitored. Most importantly, a series of static load tests were conducted and the results were analysed using a developed multi-index correlative evaluation model to assess the current structural capacity of the bridge. The results show that comprehensive measurements and the multi-index correlative evaluation approach provide an effective means for structural health monitoring of bridges, and can provide theoretical basis for the highway bridge monitoring under similar complicated environmental conditions. (C) 2019 Elsevier Ltd. All rights reserved.
引用
收藏
页数:17
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