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New Damage-locating Method for Bridges Subjected to a Moving Load

New Damage-locating Method for Bridges Subjected to a Moving Load
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摘要 A new damage-locating method for bridges subjected to a moving load is presented, and a new ‘moving load dam- age-locating indicator’ (MLDI) is introduced. A vehicle is modeled as a moving load, the bridge is simplified as an Euler-Bernoulli beam, and the damage is simulated by a reduction of stiffness properties of the elements. The curvature and MLDI values at each node of the baseline model (undamaged) and the damage model are computed respectively. Then the damage or damages can be located from a sudden change of the MLDI value. The feasibility and effectiveness of the proposed method are validated by nu- merical simulation. The results indicate that the method is effective, being able to not only locate a single damage accurately, but also locate multiple damages in simply-supported bridges, including multiple damages in continuous bridges. The results also indicate that the MLDI can accurately locate damages under 5% measurement noise. A new damage-locating method for bridges subjected to a moving load is presented, and a new ‘moving load damage-locating indicator' (MLDI) is introduced. A vehicle is modeled as a moving load, the bridge is simplified as an Euler-Bernoulli beam, and the damage is simulated by a reduction of stiffness properties of the elements. The curvature and MLDI values at each node of the baseline model (undamaged) and the damage model are computed respectively. Then the damage or damages can be located from a sudden change of the MLDI value. The feasibility and effectiveness of the proposed method are validated by numerical simulation. The results indicate that the method is effective, being able to not only locate a single damage accurately, but also locate multiple damages in simply-supported bridges, including multiple damages in continuous bridges. The results also indicate that the MLDI can accurately locate damages under 5% measurement noise.
出处 《Journal of Ocean University of China》 SCIE CAS 2007年第2期199-204,共6页 中国海洋大学学报(英文版)
基金 This paper is supported by the National Natural Science Foundation of China(No.50479027) the Cultivation Fund of the Key Scientific and Technical Innovation Project,the Ministry of Education of China(No.704031) we express our deep thanks to Professor Sau-Lon James Hu for his useful suggestions.
关键词 damage-locating BRIDGE moving load CURVATURE 桥梁 移动载荷 损坏 定位方法 曲率
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参考文献4

  • 1Abdel Wahab,M. M. and G.De Roeck, 1999.Damage detection in bridges using modal curvatures: application to a real damage scenario[].Journal of Sound and Vibration.
  • 2Lee,J. W. and J. D.Kim, 2002.Health-monitoring method for bridges under ordinary traffic loadings[].Journal of Sound and Vibration.
  • 3Zhu,X. Q. and S. S.Law, 2006.Wavelet-based crack identifi-cation of bridge beam from operational deflection time history[].International Journal of Solids and Structures.
  • 4Salawu,O. S. and C.Williams, 1995.Bridge assessment using forced-vibration testing[].Journal of Structural Engineering ASCE.

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