Damage detection using modal curvature difference perturbation for bridge structure

被引:0
|
作者
He, Wei [1 ]
Lin, Xinhao [2 ]
Li, Mengying [1 ]
Guo, Shuyi [3 ]
机构
[1] School of Civil Engineering and Communication, North China University of Water Resources and Electric Power, Zhengzhou,450045, China
[2] Xinlian College, Henan Normal University, Zhengzhou, Henan,452750, China
[3] School of Mechanical Engineering, North China University of Water Resources and Electric Power, Zhengzhou, Henan,450045, China
来源
Boletin Tecnico/Technical Bulletin | 2017年 / 55卷 / 02期
关键词
D O I
暂无
中图分类号
学科分类号
摘要
Nowadays, damage detection of bridge structure is a hot topic in academia and engineering. Based on the advantages of curvature mode sensitivity to structural damage, and the characteristics of perturbation theory high precision to identify, a structural damage detection method using modal curvature difference perturbation theory is proposed. The finite element model of a simply supported beam structure is established by ANSYS. Taking the relative curvature difference as damage index for damage detection, damage location analysis of structure is calculated at different damage degree, under the conditions of single damaged and multiple damaged of structure. Based on the perturbation theory, the damage location and degree are detected, and the numerical simulation method is used to verify them. The results show that the structural damage detection technique using modal curvature difference perturbation theory not only has high recognition precision, but also has important reference value for damage detection of bridge structure.
引用
收藏
页码:190 / 197
相关论文
共 50 条
  • [31] Damage Detection of a Bridge Model Based on Strain Modal Analysis
    Wang, T.
    Catbas, F. N.
    Celik, O.
    LIFE-CYCLE OF STRUCTURAL SYSTEMS: DESIGN, ASSESSMENT, MAINTENANCE AND MANAGEMENT, 2015, : 411 - 415
  • [32] Modal-based monitoring of a pedestrian bridge for damage detection
    Kohm, M.
    Stempniewski, L.
    PROCEEDINGS OF INTERNATIONAL CONFERENCE ON NOISE AND VIBRATION ENGINEERING (ISMA2020) / INTERNATIONAL CONFERENCE ON UNCERTAINTY IN STRUCTURAL DYNAMICS (USD2020), 2020, : 1525 - 1540
  • [33] Curvature Influence Line Area Difference Method for Damage Location of Bridge Structures
    Tang, Liang
    Wu, Tong
    Mao, Ruoyu
    Zhou, Zhixiang
    Yingyong Jichu yu Gongcheng Kexue Xuebao/Journal of Basic Science and Engineering, 2022, 30 (03): : 541 - 553
  • [34] Bridge Damage Analysis Using Operational Modal Analysis
    Barbieri, Nilson
    Barbieri, Lucas de Sant Anna Vitor
    Legat, Jacqueline Terre
    de Lima, Key Fonseca
    Barbieri, Gabriel de Sant Anna Vitor
    JOURNAL OF VIBRATION ENGINEERING & TECHNOLOGIES, 2024,
  • [35] Damage Identification of Beam-type Bridge Based on Intact Curvature Modal Curve
    Yang, Youfa
    Huang, Zhenyu
    Wu, Jing
    Journal of Railway Engineering Society, 2023, 40 (09): : 44 - 53
  • [36] Rail hidden damage detection based on the modal curvature differences method
    Li, Weirong
    Liu, Yan
    Yuan, Xianpu
    Li, Qiutong
    Zhou, Guojian
    ADVANCES IN MECHANICAL ENGINEERING, 2024, 16 (12)
  • [37] DAMAGE DETECTION IN REINFORCED CONCRETE BEAMS BY CHANGES OF CURVATURE MODAL SHAPES
    Xue, Gang
    Li, Feng-Ge
    PROCEEDINGS OF THE ELEVENTH INTERNATIONAL SYMPOSIUM ON STRUCTURAL ENGINEERING, VOL I AND II, 2010, : 450 - 453
  • [38] Bridge identification and damage detection using contact point response difference of moving vehicle
    Zhan, Ying
    Au, Francis T. K.
    Zhang, Jing
    STRUCTURAL CONTROL & HEALTH MONITORING, 2021, 28 (12):
  • [39] Bridge curvature for detecting bridge damage location
    Winardi, E. G.
    Elhattab, A. A.
    Uddin, N.
    O'brien, E.
    LIFE-CYCLE OF ENGINEERING SYSTEMS: EMPHASIS ON SUSTAINABLE CIVIL INFRASTRUCTURE, 2017, : 2170 - 2175
  • [40] Damage Identification for Curl Tube Structure Based on Modal Flexibility Curvature
    Li, Yong-jun
    Ma, Li-yuan
    Wang, Tian-hui
    MECHATRONICS AND INTELLIGENT MATERIALS II, PTS 1-6, 2012, 490-495 : 2151 - 2155