RAIL NEUTRAL TEMPERATURE ESTIMATION USING ZERO GROUP VELOCITY MODES AND MACHINE LEARNING

Yuning Wu, Chi-Luen Huang, Sangmin Lee, Keping Zhang, J. Popovics, M. Dersch, Xuan Zhu
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Abstract

With increasingly frequent extreme heat events over the past half century, thermal stress measurement and management of continuous welded rail (CWR) have become more important for railroad maintenance. Methods, including visual inspections and rail lifting, are routinely performed in railroad networks of the U.S. to prevent rail thermal buckling. When intervention becomes necessary, a rail distressing process, involving rail cutting and welding, will be performed to re-establish the zero-stress state at a desirable temperature. And the temperature at which the rail is stress-free is defined as rail neutral temperature (RNT). In this work, an RNT predictive tool that exploits zero group velocity (ZGV) modes and machine learning is proposed. First, the existence of ZGV modes in CWR is investigated through numerical simulation, using both semianalytical finite element analysis (SAFE) and finite element (FE) models. Further, parametric studies are performed to quantify the effect of axial loads and rail temperature on ZGV modes. Additionally, the team established an instrumented field test site at a revenue-service line and performed multi-day data collection to cover a wide range of temperature and thermal stress levels. FE models were calibrated based on the field-collected vibrational data via a linear program optimization approach and an excellent agreement between model and experimental results was obtained. Finally, a supervised learning framework was developed to estimate the RNT using rail temperature and resonance frequencies as the inputs. The results show that the proposed framework can provide RNT estimation with reasonable accuracy (±5 ºF) when measurement noise is low.
铁路中性温度估计使用零群速度模式和机器学习
近半个世纪来,随着极端高温事件的日益频繁,连续焊轨的热应力测量和管理在铁路维修中变得越来越重要。包括目视检查和钢轨吊装在内的方法,在美国的铁路网中经常执行,以防止钢轨热屈曲。当需要进行干预时,将对钢轨进行处理,包括切割和焊接,以在理想的温度下重新建立零应力状态。钢轨无应力温度定义为钢轨中性温度(RNT)。在这项工作中,提出了一个利用零群速度(ZGV)模式和机器学习的RNT预测工具。首先,采用半解析有限元分析(SAFE)和有限元模型(FE)对CWR中ZGV模态的存在性进行了数值模拟研究。此外,进行了参数化研究,以量化轴向载荷和钢轨温度对ZGV模式的影响。此外,该团队在一条收入服务线上建立了一个仪器化的现场测试站点,并进行了多天的数据收集,以覆盖广泛的温度和热应力水平。基于现场采集的振动数据,采用线性程序优化方法对有限元模型进行了标定,得到了模型与实验结果较好的一致性。最后,开发了一个监督学习框架,以轨道温度和共振频率作为输入来估计RNT。结果表明,在测量噪声较低的情况下,该框架可以提供合理精度(±5ºF)的RNT估计。
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