基于虚拟工作原理,对重型铁路的火车-轨道-桥梁合振动特性进行分析
Nanhao Wu1, Hongyin Yang1,2, Haleem Afsar3
1School of Civil Engineering and Architecture, Wuhan Institute of Technology, Wuhan 430073, China.
Sensors (Basel, Switzerland)
|October 28, 2023
概括
本研究提出了重型列车轨道桥梁动态的新模型,发现轨道不规则对桥梁响应有重大影响. 桥梁位移随着较重的负载和降低的刚性而增加,但加速保持稳定.
科学领域:
- 土木工程 土木工程是指土木工程.
- 机械工程 机械工程
- 铁路工程 铁路工程是指铁路工程.
背景情况:
- 重型列车运行与轨道和桥梁结构存在复杂的动态相互作用.
- 对这些相互作用的准确建模对于确保铁路安全和基础设施完整性至关重要.
研究的目的:
- 开发和验证重型列车轨道桥交互的创新合模型.
- 调查各种参数对合系统动态响应的影响.
主要方法:
- 利用基于虚拟工作原理的合矩阵表示来建模车轮-轨道和桥梁-轨道接口.
- 开发了一种运动方程,用于车轮和车轮架的相互依存的自由度 (DOF).
- 使用重型铁路桥的数据验证了模型,实现模拟到测量位移差异的1-11%.
主要成果:
- 识别了在1-20米波长内的轨道不规则,作为桥梁动态响应的高度敏感因素.
- 观察到桥梁垂直位移的近线性增加,轴承负载增加,桥梁刚度降低.
- 尽管轴负荷和桥梁刚度的变化,但垂直加速没有显著增加.
结论:
- 拟议的合模型准确地模拟了重型火车-轨道-桥梁的相互作用.
- 轨道不规则和桥梁退化严重影响了桥梁的移位,突出显示了维护的必要性.
- 轴负载是桥梁垂直位移的关键因素,而垂直加速对这些参数不那么敏感.
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