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基于动态测量柔度矩阵的悬索桥吊索损伤检测

  • Fanhao Meng
  • , Jingjun Yu*
  • , Wenshuo Ma
  • *此作品的通讯作者
  • State Grid Corporation of China
  • Beihang University
  • Université libre de Bruxelles

科研成果: 期刊稿件文章同行评审

摘要

The deformation and deformation curvature obtained by measuring the flexibility matrix are effective means to detect the damaged cables of suspension bridges. A simulation method, named as dynamically measured flexibility method, was proposed to locate damages in 8 scenarios at different locations of cables with different damage intensities and noises. The result shows the presented method is able to locate the single/multiple damages with severity of 95% and with the noise level of 5%. Then, laboratory mock-up tests were carried out to verify the effectiveness of the flexibility metrices for detecting and locating damages. The experimental results show that deformation curvature is more effective for detecting and locating damages than flexibility-based displacement patterns. In addition, modal truncation is to be minimized since measured flexibility has to approximate actual flexibility.

投稿的翻译标题Cable damage detection of a suspension bridge in terms of dynamically measured flexibility matrix
源语言繁体中文
页(从-至)267-275
页数9
期刊Zhendong yu Chongji/Journal of Vibration and Shock
38
14
DOI
出版状态已出版 - 28 7月 2019

关键词

  • Damage detection
  • Deformation curvature
  • Dynamic measured flexibility matrix
  • Suspension bridge

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