首页> 外文会议>ASME Rail Transportation Division fall conference 2011 >A DYNAMIC WHEEL/RAIL INTERACTION MODEL BASED ON AN EULER- BERNOULLI BEAM RAIL MODEL
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A DYNAMIC WHEEL/RAIL INTERACTION MODEL BASED ON AN EULER- BERNOULLI BEAM RAIL MODEL

机译:基于EULER-BERNOULLI梁轨道模型的动态轮/轨相互作用模型

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摘要

Early detection of rail defects is necessary for preventing derailments and costly damage to the train and railway infrastructure. A rail surface flaw can quickly go from a small fracture to a broken rail after only a few train cars have passed over it. Rail defect detection is typically performed by using an instrumented car or a separate railway monitoring vehicle. Such systems can either be costly or time consuming to implement. This paper presents a dynamic wheel/rail interaction model for generating training data for a defect detection algorithm. The defect detection algorithm works with an onboard data acquisition system and sensor set consisting of accelerometers mounted to the bogie side frame. Side frame vertical acceleration signatures are analyzed by the algorithm to detect defects ranging from small surface fractures to rail breaks with complete rail separation. Proper training of the defect detection algorithm requires a large data set. This data set should consist of a wide range of train operating conditions and defect characteristics. Operating conditions of interest include various forward speeds and payloads, and defect characteristics of interest include rail fracture and break geometric parameters. To generate this training data, a dynamic wheel/rail interaction model was developed that relates crack/break geometry to the side frame vertical acceleration signature. The model was generated by treating the rail as an Euler-Bernoulli beam with appropriate boundary conditions and the pad-tie-ballast systems as discrete, evenly spaced lumped parameter forcing inputs into the rail system. The pad and ballast were each separately modeled as a non-linear spring and damper in parallel, and the sleeper was treated as a mass fixed between the spring and damper of the pad and ballast. The model was validated by comparing the simulated vertical acceleration response to actual bogie side frame vertical acceleration data.
机译:为了防止脱轨以及对火车和铁路基础设施造成高昂损失,必须及早发现铁轨缺陷。在仅经过几列火车的情况下,轨道表面的缺陷会迅速从小裂缝变成断裂的轨道。铁路缺陷检测通常通过使用仪表车或单独的铁路监控车来执行。实施这些系统可能既昂贵又耗时。本文提出了一种动态的轮/轨相互作用模型,用于为缺陷检测算法生成训练数据。缺陷检测算法可与车载数据采集系统和由安装在转向架侧架上的加速度计组成的传感器组配合使用。该算法对侧架垂直加速度信号进行分析,以检测出从小表面裂缝到钢轨断裂的缺陷,并实现钢轨完全分离。正确检测缺陷检测算法需要大量数据集。该数据集应包括各种列车运行条件和缺陷特征。感兴趣的操作条件包括各种前进速度和有效载荷,而感兴趣的缺陷特征包括轨道断裂和断裂几何参数。为了生成此训练数据,开发了动态的轮/轨相互作用模型,该模型将裂纹/断裂几何形状与侧架垂直加速度特征相关联。通过将钢轨视为具有适当边界条件的欧拉-伯努利梁,并将垫扎式镇流器系统视为离散的,均匀分布的集总参数,将输入强制输入钢轨系统中,从而生成模型。垫和镇流器分别分别建模为并联的非线性弹簧和减振器,而轨枕则视为固定在垫和镇流器的弹簧和减振器之间的质量。通过将模拟的垂直加速度响应与实际转向架侧架垂直加速度数据进行比较来验证模型。

著录项

  • 来源
  • 会议地点 Minneapolis MN(US);Minneapolis MN(US)
  • 作者

    Brad M. Hopkins; Saied Taheri;

  • 作者单位

    Department of Mechanical Engineering Virginia Polytechnic Institute and State University Blacksburg, VA, USA;

    Department of Mechanical Engineering Virginia Polytechnic Institute and State University Blacksburg, VA, USA;

  • 会议组织
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类 铁路运输;
  • 关键词

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