关于在不同损坏条件下由于地铁列车负载造成的道结构的模态分析和振动响应的实验研究
Rui Hou1,2, Tao Li3,4,5, Zhongyu Zhang1,2
1Inner Mongolia Research Institute, China University of Mining and Technology (Beijing), Ordos, 017000, China.
道损坏显著放大了振动加速,并降低了模态频率. 这项研究验证了一种检测地铁道结构损坏的方法,并支持日常维护评估.
科学领域:
- 土木工程 土木工程是指土木工程.
- 结构健康监测 结构健康监测
- 地质技术工程 地质技术工程
背景情况:
- 地铁道是关键基础设施,容易受到运营负载的损害.
- 了解道振动反应对于确保结构完整性和安全至关重要.
- 现有的损坏检测方法需要在现实的条件下进行验证.
研究的目的:
- 为了研究不同损坏级别的地铁道的振动响应模式.
- 分析损伤严重程度对加速,模式频率和模式形状的影响.
- 为了验证多项式拟合模态识别方法对损坏检测的有效性.
主要方法:
- 大规模模型实验模拟北京地铁道条件.
- 测量列车负载的应用,以诱导受控损坏.
- 使用时间域峰值加速,频率响应函数和模式指标进行分析.
- 使用多项式拟合法 (Levy) 进行模态识别.
主要成果:
- 损伤显著放大了振动加速,随着严重程度的增加 (例如,6厘米裂增加了50.29%).
- 模式频率随着损伤而下降,前两个模式显示出显著的减少 (9.87%和7.34%).
- 在受损位置上,模态形状振幅增加,与损伤严重程度相关.
结论:
- 该研究证实,道损坏直接影响振动特性.
- 多项式拟合模态识别方法有效检测道中的结构损伤.
- 这些发现为地铁道评估和维护策略提供了关键的理论支持.
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