Abstract
A large number of built small and medium-span bridges in China are facing the problem of increasingly degrading structural performance. Therefore, it is of great significance to carry out lightweight intelligent monitoring and realize damage identification and early warning, so as to ensure the safe operation of these bridges. For typical small and medium-span simply supported beam bridges, a damage analysis method based on measured dynamic deflection data was established by combining the influence line theory and mechanical constitutive equations. Furthermore, based on the high-precision monitoring algorithm and instruments of digital image correlation (DIC), the real-time dynamic deflection data of the bridges were obtained. It is shown that typical defects such as sectional stiffness degradation, hinge joint damage and failure, and support performance degradation are effectively identified. The results were applied to the digital transformation project of an overpass in Shanghai, which verifies the effectiveness of the dynamic deflection DIC optical measurement technology and the damage identification method and indicates that the proposed method has good value in popularization and application.
Publication Date
6-27-2026
DOI
10.14048/j.issn.1671-2579.2026.03.013
First Page
113
Last Page
122
Submission Date
June 2026
Recommended Citation
Yong, WANG; Derui, LI; Haotian, TANG; Xingfei, YAN; and Bin, CHENG
(2026)
"Research on DIC Monitoring of Dynamic Deflection and Damage Identification Method for Small and Medium-Span Bridges,"
Journal of China & Foreign Highway: Vol. 46:
Iss.
3, Article 13.
DOI: 10.14048/j.issn.1671-2579.2026.03.013
Available at:
https://zwgl1980.csust.edu.cn/journal/vol46/iss3/13
Reference
[1]中华人民共和国交通运输部.2023年交通运输行业发展统计公报 [R].北京:中华人民共和国交通运输部,2024.Ministry of Transport of the People ’s Republic of China.2023 report on the development of the transportation industry [R].Beijing:Ministry of Transport of the People ’s Republic of China,2024.
[2]曾国良,邓扬.基于最小二乘支持向量机和车辆荷载监测数据的悬索桥吊索疲劳寿命预测 [J].桥梁建设,2025,55(1):41-48.ZENG Guoliang,DENG Yang.Fatigue life prediction for hanger cables of suspension bridge based on least squares support vector machine and monitored vehicle load data[J].Bridge Construction,2025,55(1):41-48.
[3]蔡子龙.桥梁健康监测数据处理与分析技术研究进展和发展方向 [J].世界桥梁,2025,53(3):102-110.CAI Zilong.Current and emerging trends in bridge health monitoring data processing and analysis technology [J].World Bridges,2025,53(3):102-110.
[4]宗周红,任伟新,阮毅.土木工程结构损伤诊断研究进展[J].土木工程学报,2003,36(5):105-110.ZONG Zhouhong,REN Weixin,RUAN Yi.Recent advances in research on damage diagnosis for civil engineering structures [J].China Civil Engineering Journal,2003,36(5):105-110.
[5]王洁金,黄毅,胡志坚,等.大型梁式承台模型试验及跨中挠度简化计算方法研究 [J].桥梁建设,2024,54(1):133-139.WANG Jiejin,HUANG Yi,HU Zhijian,et al.Model test of large beam-type pile cap and simplified method to calculate midspan deflection [J].Bridge Construction,2024,54(1):133-139.
[6]张爱品,马林东,常柱刚,等.一种适合中小跨径桥梁结构挠度快速测试方法 [J].中外公路,2024,44(3):175-183.ZHANG Aipin,MA Lindong,CHANG Zhugang,et al.A rapid test method for deflection of small and medium-span bridges [J].Journal of China & Foreign Highway,2024,44(3):175-183.
[7]杨晓华,王卫国,范啸,等.基于计算机视觉的桥梁挠度测量方法及应用 [J].世界桥梁,2025,53(1):96-101.YANG Xiaohua,WANG Weiguo,FAN Xiao,et al.Computer vision based bridge deflection measurement method and application [J].World Bridges,2025,53(1):96-101.
[8]殷新锋,罗宗豪,晏万里,等.基于三维边界元法计算挠度影响面的简支梁损伤定位研究 [J].中外公路,2025,45(4):95-102.YIN Xinfeng,LUO Zonghao,YAN Wanli,et al.Damage localization of simply supported beams based on deflection influence surfaces calculated by three-dimensional boundary face method [J].Journal of China & Foreign Highway,2025,45(4):95-102.
[9]侯宁,王修山.考虑结构损伤的在役混凝土桥梁有限元模型修正方法 [J].公路交通科技,2021,38(10):64-71.HOU Ning,WANG Xiushan.A method for updating FE model of in-service concrete bridge considering structural damage [J].Journal of Highway and Transportation Research and Development,2021,38(10):64-71.
[10]YU Z,XIA H,GOICOLEA J M,et al.Bridge damage identification from moving load induced deflection based on wavelet transform and lipschitz exponent [J].International Journal of Structural Stability and Dynamics,2016,16(5):1550003.
[11]张永平,王润建.基于挠度监测数据的在役桥梁结构安全 状 态 评 估 方 法 研 究 [J].中 外 公 路,2022,42(1):173-177.ZHANG Yongping,WANG Runjian.Research on structural safety assessment method of prestressed concrete continuous box girder bridge based on deflection monitoring data [J].Journal of China & Foreign Highway,2022,42(1):173-177.
[12]CHEN Z W,ZHAO L,ZHANG J,et al.Damage quantification of beam structures using deflection influence line changes and sparse regularization [J].Advances in Structural Engineering,2021,24(9):1997 -2010.
[13]巫生平,蒋国平.基于位移平均曲率差的桥梁结构损伤识别方法研究 [J].振动与冲击,2023,42(10):240-250.WU Shengping,JIANG Guoping.Research on damage identification method of bridge structure based on displacement average curvature difference [J].Journal of Vibration and Shock,2023,42(10):240-250.
[14]周宇,刘润州,狄生奎,等.移动车辆加载下梁桥挠度影响线识别与损伤诊断方法 [J].科学技术与工程,2024,24(9):3834 -3843.ZHOU Yu,LIU Runzhou,DI Shengkui,et al.Deflection influence line identification and damage diagnosis method of beam bridge under moving vehicle loading [J].Science Technology and Engineering,2024,24(9):3834 -3843.
[15]段君淼,孙振宇,钟志鑫,等.基于宏应变自相关离散率向 量 的 桥 梁 损 伤 识 别 [J].中 外 公 路,2021,41(4):106-112.DUAN Junmiao,SUN Zhenyu,ZHONG Zhixin,et al.Bridge damage identification based on macrostrain autocorrelation discrete rate vector [J].Journal of China & Foreign Highway,2021,41(4):106-112.
[16]杨少冲,张凯,李有晨,等.基于动响应数据特征的桥梁结构损伤识别 [J].建筑结构,2024,54(3):134-140,125.YANG Shaochong,ZHANG Kai,LI Youchen,et al.Bridge structural damage identification based on dynamic response data feature [J].Building Structure,2024,54(3):134-140,125.
[17]PAN B,TIAN L,SONG X L.Real-time,non-contact and targetless measurement of vertical deflection of bridges using off-axis digital image correlation [J].NDT & E International,2016,79:73-80.
[18]丁彤,田垄.数字图像相关方法辅助的视频运动放大改进方法及其在位移测量中的应用 [J].实验力学,2023,38(5):625-633.DING Tong,TIAN Long.An improved video motion magnification method assisted by the digital image correlation method and its application in displacement measurement [J].Journal of Experimental Mechanics,2023,38(5):625-633.
[19]唐亮,吴桐,刘一军,等.融合加速度的桥梁位移响应倾斜 摄 影 监 测 方 法 [J].仪 器 仪 表 学 报,2022,43(10):152-164.TANG Liang,WU Tong,LIU Yijun,et al.A bridge displacement monitoring method by fusing acceleration and tilt photogrammetry-based measurement [J].Chinese Journal of Scientific Instrument,2022,43(10):152-164.
[20]余加勇,王昱东,杨宇驰,等.融合无人机贴近摄影和自适应 DIC技术的大跨桥梁振动参数快速识别 [J].中国公路学报,2025,38(9):283-293.YU Jiayong,WANG Yudong,YANG Yuchi,et al.Research on rapid identification of vibration parameters for long-span bridges using integrated UAV close-range photography and adaptive DIC techniques [J].China Journal of Highway and Transport,2025,38(9):283-293.
[21]李得睿.基于数字图像相关与视频运动放大技术的结构形变测试 [D].长沙:湖南大学,2020.LI Derui.Structural deformation test based on digital image correlation and video motion magnification [D].Changsha:Hunan University,2020.
[22]周豪,李得睿,王凯,等.多点动位移数字图像相关法光测技术研究 [J].科学技术与工程,2023,23(18):7709 -7715.ZHOU Hao,LI Derui,WANG Kai,et al.Digital image correlation optical measurement and system development for multi-points dynamic displacement [J].Science Technology and Engineering,2023,23(18):7709 -7715.
[23]张锦程,董军,李国华,等.基于挠度差值影响线的桥梁结构模型损伤识别研究 [J].建筑结构,2021,51(增刊 2):1451 -1455.ZHANG Jincheng,DONG Jun,LI Guohua,et al.Study on damage identification of continuous girder bridge structure model based on influence line [J].Building Structure,2021,51(sup 2):1451 -1455.
[24]李杰,张其云.混凝土随机损伤本构关系 [J].同济大学学报(自然科学版 ),2001,29(10):1135 -1141.LI Jie,ZHANG Qiyun.Study of stochastic damage constitutive relationship for concrete material [J].Journal of Tongji University,2001,29(10):1135 -1141.
[25]冷艳玲,张劲泉,程寿山,等.装配式混凝土空心板梁桥单板受力问题的数值解析 [J].公路交通科技,2013,30(5):63-66,73.LENG Yanling,ZHANG Jinquan,CHENG Shoushan,et al.Numerical analysis on single plate loading effect of precast hollow plate girder bridge [J].Journal of Highway and Transportation Research and Development,2013,30(5):63-66,73.
[26]曹皓,孙敦华,王子琛,等.空心板梁桥表观病害与荷载横向分布关联分析 [J].中外公路,2023,43(3):114-121.CAO Hao,SUN Dunhua,WANG Zichen,et al.Correlation analysis between external damages and transverse load distribution capacity of hollow slab bridges[J].Journal of China & Foreign Highway,2023,43(3):114-121.
[27]李晓娅,王旭燚,曹素功.基于挠度监测的简支空心板梁桥安全监测与评估 [J].重庆交通大学学报 (自然科学版 ),2023,42(6):24-31,39.LI Xiaoya,WANG Xuyi,CAO Sugong.Safety monitoring and assessment of simply-supported hollow slab beam bridge based on deflection monitoring [J].Journal of Chongqing Jiaotong University (Natural Science ),2023,42(6):24-31,39.
[28]郝慧荣,曹艳状,程利军,等.基于有限元的板簧橡胶支座失效形式分析 [J].科学技术与工程,2023,23(5):2156 -2163.HAO Huirong,CAO Yanzhuang,CHENG Lijun,et al.Failre form analysis and experimental test of rubber bearing based on finite element [J].Science Technology and Engineering,2023,23(5):2156 -2163.
[29]吴桐,唐亮,周丰力,等.融合加速度与计算机视觉实测车致响应的梁桥损伤识别方法 [J].中国公路学报,2024,37(2):152-167.WU Tong,TANG Liang,ZHOU Fengli,et al.Beam bridge damage identification by data fusion of accelerometers and computer vision measurements of moving vehicle-induced responses [J].China Journal of Highway and Transport,2024,37(2):152-167.
[30]罗亦泳,黄城,张静影.基于变分模态分解的变形监测数据去噪方法 [J].武汉大学学报 (信息科学版 ),2020,45(5):784-790.LUO Yiyong,HUANG Cheng,ZHANG Jingying.Denoising method of deformation monitoring data based on variational mode decomposition [J].Geomatics and Information Science of Wuhan University,2020,45(5):784-790.
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