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Damage detection in simply supported concrete bridge structure under moving vehicular loads

机译:车辆荷载作用下简支混凝土桥梁结构的损伤检测

摘要

A method for damage detection of a simply supported concrete bridge structure in time domain is presented using the interaction forces from the moving vehicles as excitation. The vehicular loads are modeled as a group of vehicle-bridge interaction forces moving at a prescribed velocity, and the bridge is modeled as an Euler-Bernoulli beam simply supported at both ends. A damage function is used to simulate the crack damage in the reinforced concrete beam. The vehicle-bridge interaction forces and the structural damage in the bridge deck are identified from the measured responses in sequence of iteration without prior knowledge of the moving loads. The effects of parameters of the vehicle-bridge system and measurement noise on the damage detection result are studied Simulation results show that the method is effective and noise insensitive to damage detection in the concrete bridge structure under moving vehicular loads.
机译:提出了一种以移动车辆的相互作用力为激励的时域简支混凝土桥梁结构损伤检测的方法。车辆载荷被建模为一组以规定速度运动的车桥相互作用力,而桥梁则被建模为两端都简单支撑的欧拉-伯努利梁。损伤函数用于模拟钢筋混凝土梁中的裂纹损伤。车桥相互作用力和桥面板中的结构破坏是从测量的响应中按迭代顺序确定的,而无需事先知道运动载荷。研究了车桥系统参数和测量噪声对损伤检测结果的影响。仿真结果表明,该方法是有效的,并且在移动车辆荷载作用下,噪声对混凝土桥梁结构的损伤检测不敏感。

著录项

  • 作者

    Zhu XQ; Law SS;

  • 作者单位
  • 年度 2007
  • 总页数
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类

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