|Table of Contents|

Damage identification of taxiway bridge based on modal parameters(PDF)

长安大学学报（自然科学版）[ISSN:1006-6977/CN:61-1281/TN]

Issue:
2025年6期
Page:
184-199
Research Field:
桥梁智能运维与防灾减灾
Publishing date:

Info

Title:
Damage identification of taxiway bridge based on modal parameters
Author(s):
QI Chun-xiang1;  YAN Ju-ju1;  ZHANG Run-feng1;  DING Cong-cong2;  WANG Qiang1
(1. School of Transportation Science and Engineering, Civil Aviation University of China, Tianjin 300300, China; 2. AVIC Institue of Geotechnical Engineering Co., Ltd., Beijing 100089, China)
Keywords:
bridge engineering;  taxiway bridge;  damage identification;  modal parameters;  damage location;  damage extent
PACS:
U416.217
DOI:
-
Abstract:
In view of the special width-span ratio of taxiway bridges, which distinguishes them from regular roadways, an in-depth study was conducted on the precise methods for assessing the location and extent of damage to taxiway bridges. Based on the modal parameters for taxiway bridge structural damage identification, a finite element model of a simply supported box girder taxiway bridge was established. Four parameters, such as natural frequency, displacement mode, strain mode, and strain mode difference, were selected to identify damage in the simply supported box girder taxiway bridge under different simulated damage conditions. The research results show that the natural frequency of taxiway bridges enables initial damage identification. When using the displacement mode index to identify transverse bridge damage with the damage location fixed, the first-order transverse displacement mode difference of the box girder taxiway bridge exhibits a significant positive correlation with the damage degree. However, higher-order displacement modes cannot effectively characterize the damage location. When employing the strain mode and strain mode difference indices, combining multi-order vibration modes allows for accurate identification of transverse bridge damage. Notably, the structural strain mode difference exhibits a more significant mutation at the damaged unit, making this parameter as the optimal index for identifying damage locations. For taxiway bridges with a single mid-span damage, the relative value of the strain mode increases with the damage degree. The first-order strain mode shows the highest sensitivity to the damage degree, while the relative values of higher-order strain modes basically conform to the variation regularity of the damage degree. The research results can provide an evaluation basis for the damage identification of taxiway bridges.5 tabs, 22 figs, 34 refs.

References:

[1] MH-T 5063—2023,民用机场飞机荷载桥梁设计指南[S].
MH-T 5063—2023, Guidance for design of aircraft bridge in civil airport[S].
[2]张 阳,刘 佳,梁 攀,等.基于熵权可拓物元模型的桥梁检测指标综合评定[J].长安大学学报(自然科学版),2022,42(6):42-52.
ZHANG Yang, LIU Jia, PAN Liang, et al. Comprehensive evaluation of bridge inspection indexes based on entropy weight extension matter-element model[J]. Journal of Chang'an University(Natural Science Edition), 2022, 42(6): 42-52.
[3]马亚飞,孙文康,何 羽,等.基于DC-Unet的混凝土桥梁表观裂缝识别方法[J].长安大学学报(自然科学版),2024,44(3):66-75.
MA Ya-fei, SUN Wen-kang, HE Yu, et al. Surface crack identification method of concrete bridge based on DC-Unet[J]. Journal of Chang'an University(Natural Science Edition), 2024, 44(3): 66-75.
[4]肖凯龙,邬晓光,安平和,等.多梁式桥梁检测的叠加曲率模态差变化率方法[J].重庆大学学报(自然科学版), 2019, 42(11):108-116.
XIAO Kai-long, WU Xiao-guang, AN Ping-he, et al. Method of mode difference change rate of superposition curvature for multi-beam bridge detection[J]. Journal of Chongqing University(Natural Science Edition), 2019, 42(11): 108-116.
[5]邓 露,何 维,俞 扬,等.公路车-桥耦合振动的理论和应用研究进展[J].中国公路学报,2018,31(7):38-54.
DENG Lu, HE Wei, YU Yang, et al. Research progress in theory and applications of highway vehicle-bridge coupling vibration[J]. China Journal of Highway and Transport, 2018, 31(7): 38-54.
[6]薛 祥,霍 达,滕海文.基于改进遗传算法的公路桥梁损伤程度标定的两阶段法[J].世界地震工程,2006,22(3):60-65.
XUE Xiang, HUO Da, TENG Hai-wen. The two stage method of the damage identification of highway bridge based on improved genetic algorithms[J]. World Earthquake Engineering, 2006, 22(3): 60-65.
[7]徐宏文,李 宁,谢永健.基于模态曲率曲线拟合的板结构损伤识别研究[J].工程抗震与加固改造,2018,40(4):16-20,26.
XU Hong-wen, LI Ning, XIE Yong-jian. Research on damage identification of the plate-type structures based on curve fitting of the modal curvature[J]. Earthquake Resistant Engineering and Retrofitting, 2018, 40(4): 16-20, 26.
[8]黄 信,谭成松,陈 宇,等.机场滑行道桥桥面板横向有效分布宽度分析[J].科学技术与工程,2022,22(19):8475-8480.
HUANG Xin, TAN Cheng-song, CHENG Yu, et al. Analysis of transverse effective distribution width of airport taxiway bridge deck[J]. Science Technology and Engineering, 2022, 22(19): 8475-8480.
[9]周勇军,薛宇欣,高徐军,等.基于模态叠加法的公路简支梁桥动力放大系数研究[J].交通运输工程学报,2023,23(6):146-155.
ZHOU Yong-jun, XUE Yu-xin, GAO Xu-jun, et al. Research on dynamic amplification factor of highway simply supported girder bridge based on modal superposition method[J]. Journal of Traffic and Transportation Engineering, 2023, 23(6): 146-155.
[10]李国豪.桥梁结构稳定与振动(修订版)[M].北京:中国铁道出版社,2003.
LI Guo-hao. Stability and vibration of bridge structures(revised edition)[M]. Beijing: China Railway Publishing House, 2003.
[11]QI C, LI J, ZHANG R. Research on the damage index of the taxiway bridge based on the efficiency of the text[C]//ICSCSE. International Conference on Smart City and Systems Engineering. New York: ICSCSE, 2018: 687-691.
[12]张献民,金喜莎,李少波,等.基于动静参数联合反演技术快速评定桥梁承载能力[J].公路交通科技,2015,32(2):74-80,107.
ZAHNG Xian-ming, JIN Xi-sha, LI Shao-bo et al. Rapid evaluation of bridge bearing capacity based on joint inversion of dynamic and static parameters[J]. Journal of Highway and Transportation Research and Development, 2015, 32(2): 74-80, 107.
[13]孙荣梅,张献民.移动飞机荷载作用下滑行道桥的动力响应分析[J].石家庄铁道学院学报(自然科学版),2008,21(4):57-62.
SUN Rong-mei, ZHANG Xian-min. Dynamic in analysis of taxiway bridge under aircraft moving loading[J]. Journal of Shijiazhuang Railway Institute(Natural Science), 2008, 21(4): 57-62.
[14]张宇辉,廖蜀娇,赵媛媛.多因素作用下机场滑行道桥健康承载力学性能分析[J/OL].北京航空航天大学学报,2024:1-15.[2025-05-25].https://doi.org/10.13700/j.bh.1001-5965.2024.0299.
ZHANG Yu-hui, LIAO Shu-jiao, ZHAO Yuan-yuan. Analysis of healthy load-bearing mechanical properties of airport taxiway bridges under multifactorial effects[J/OL]. Journal of Beijing University of Aeronautics and Astronautics, 2024: 1-15. [2025-05-25]. https://doi.org/10.13700/j.bh.1001-5965.2024.0299.
[15]李佳坤.基于多自由度飞机与滑行道桥耦合振动分析[D].天津:中国民航大学,2020.
LI Jia-kun. Coupling vibration analysis of airplane and taxiway bridge based on multi-degrees of freedom[D]. Tianjin: Civil Aviation University of China, 2020.
[16]王婷婷.基于振动的飞机滑行道桥损伤识别方法的研究[D].天津:河北工业大学,2007.
WANG Ting-ting. Research on method of the aircraft-taxiway bridge's vibration damage identification[D]. Tianjin: Hebei University of Technology, 2007.
[17]ZHANG X H, LONG L Y, BROERE W, et al. Smart sensing of concrete crack using distributed fiber optics sensors: Current advances and perspectivess[J]. Case Studies in Construction Materials, 2025, 22: 1-21.
[18]CHEN Y, WANG L, ZHANG R, et al. A Uav-edge computing collaborative system for rapid surface damage detection on taxiway bridges[J]. IEEE Transactions on Intelligent Transportation Systems, 2025, 27(1): 123-135.
[19]ZHANG T, LIU Q, WANG F, et al. Physics-informed neural networks(PINNs)for predicting hidden damage in taxiway bridges[J]. Engineering Structures, 2024, 310(PartB): 118032.
[20]TAKEDA H, SUZUKI K, WU Y, et al. Bolt looseness detection in taxiway bridges via ambient vibration response analysis[J]. Mechanical Systems and Signal Processing, 2023, 198(3): 110405.
[21]陈上有,夏 禾.从过桥车辆响应中识别桥梁结构基本自振频率的方法[J].工程力学,2009,26(8):88-94.
CHEN Shang-you, XIA He. An identification method for fundamental frequency of bridge from dynamic responses due to passing vehicle[J]. Engineering Mechanics, 2009, 26(8): 88-94.
[22]滕海文,王 涛,霍 达,等.结构损伤诊断的轴向振动原理及模态实验[J].振动与冲击,2010,29(12):122-125.
TENG Wen-hai, WANG Tao, HUO Da, et al. Theoretical analysis and modal test for structural damage diagnosis based on axial vibration[J]. Journal of Vibration and Shock, 2010, 29(12): 122-125.
[23]WANG Z, ZHU J S, QIE K, et al. Mode-by-mode VIVs and 2D-to-3D conversion coefficients of a suspension bridge based on nonlinear energy-trapping properties[J]. Nonlin- ear Dynamics, 2025, 113(7): 5991-6008.
[24]ZHOU S D, WARD H, PAUL S, et al. Parametric modal identification of time-varying structures and the validation approach of modal parameters[J]. Mechanical Systems and Signal Processing, 2014, 47: 94-119.
[25]曲春绪,宫亚超,李宏男,等.基于模态参数指标的空心板梁桥铰缝损伤对比研究[J].土木与环境工程学报,2023,45(1):167-177.
QU Chun-xu, GONG Ya-chao, LI Hong-nan, et al. Comparative study of hinge joint damage of hollow slab bridge based on modal parameter index[J]. Journal of Civil and Environmental Engineering, 2023, 45(1): 167-177.
[26]CAWLEY P, ADAMS R D. The predicted and experimental natural modes of free-free CFRP plates[J]. Journal of Composite Materials, 1978, 12(4): 336-347.
[27]王凤丹,宋学力,李荣鹏,等.基于固有频率和应变模态加权lp正则化模型的小损伤识别[J].中国公路学报,2023,36(4):124-134.
WANG Feng-dan, SONG Xue-li, LI Rong-peng, et al. An lp regularization model based on weighted natural frequencies and strain modes for slight damage identification[J]. China Journal of Highway and Transport, 2023, 36(4): 124-134.
[28]韩 西,向 丽,钟 厉.基于位移模态四阶导数的梁结构损伤识别[J].公路工程,2012,37(4):47-49,113.
HAN Xi, XIANG Li, ZHONG Li. Damage identification of beam structures based on displacement modal 4th order derivatives[J]. Highway Engineering, 2012, 37(4): 47-49, 113.
[29]孙禹晗,王泽峰,宋智广.基于模态参数及小波变换的旋转梁结构损伤识别[J].动力学与控制学报,2023,21(1):51-59.
SUN Yu-han, WANG Ze-feng, SONG Zhi-guang. Damage identification of rotating beams based on mode parameters and wavelet transform[J]. Journal of Dynamics and Control, 2023, 21(1): 51-59.
[30]韩乃杰,张 浩,吴向飞,等.基于应变模态的桥梁损伤识别方法研究进展[J].中外公路,2015,35(1):90-94.
HAN Nai-jie, ZHANG hao, WU Xiang-fei, et al. Research progress of bridge damage identification methods based on strain modes[J]. Journal of China & Foreign Highway, 2015, 35(1): 90-94.
[31]GUO X, WU J Q, MA K. Damage detection analysis of simple beams based on strain mode[J]. Applied Mechanics & Materials, 2012, 166-169: 1262-1266.
[32]李 圭,戴佑才,戴宏亮,等.应变模态法在桥梁损伤识别中的应用[J].公路工程,2012,37(4):185-190.
LI Gui, DAI You-cai, DAI Hong-liang, et al. Application of strain mode method in bridge damage detection[J]. Highway Engineering, 2012, 37(4): 185-190.
[33]张 豪,史富强.基于应变模态差的连续梁损伤识别方法研究与应用[J].浙江工业大学学报,2019,47(3):280-285.
ZHANG Hao, SHI Fu-qiang. Research on damage identification method of continuous beams based on strain mode difference and application[J]. Journal of Zhejiang University of Technology, 2019, 47(3): 280-285.
[34]LEMAITRE J. A continuous damage mechanics model for ductile fracture[J]. Journal of Engineering Materials & Technology, 1985, 107(1): 83-89
[35]LEMAITRE J. How to use damage mechanics[J]. Nuclear Engineering & Design, 1984, 80(2): 233-245.

Memo

Memo:
-
Last Update: 2025-12-20