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The development of rail defects due to the presence of geometry defects in Class 1 Railroads.

机译:由于1类铁路中存在几何缺陷而导致的铁路缺陷的发展。

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摘要

The purpose of this thesis is to develop a relationship between the development of a rail defect and the presence of a geometry defect prior to the occurrence of the rail defect. This was done with the use of a Class 1 Railroad's geometry and rail defect data for their whole 22,000 mile system over a five year period. Regression analyses were performed using multilinear regression and multivariate adaptive regression splines (MARS) that showed that the occurrence of a geometry exception or defect resulted in approximately 30% loss in rail life. A Bayesian Network was then developed with the use of NETICA. This network showed that the presence of a single geometry defect increased the likelihood of a rail defect by approximately seven, with multiple geometry defects increasing this likelihood even more. These findings show that geometry defects do have an impact on the development of a rail defect.
机译:本文的目的是在发生铁轨缺陷之前发展铁轨缺陷的发展与几何缺陷之间的关系。这是通过在五年内使用1级铁路的几何和铁路缺陷数据来为其整个22,000英里系统进行的。使用多线性回归和多元自适应回归样条(MARS)进行回归分析,结果表明,发生几何异常或缺陷会导致轨道寿命损失大约30%。然后使用NETICA开发了贝叶斯网络。该网络表明,单个几何缺陷的存在使钢轨缺陷的可能性增加了大约七倍,而多个几何缺陷的可能性甚至更大。这些发现表明,几何缺陷确实会对轨道缺陷的发展产生影响。

著录项

  • 作者

    Einbinder, Daniel.;

  • 作者单位

    University of Delaware.;

  • 授予单位 University of Delaware.;
  • 学科 Civil engineering.
  • 学位 M.C.E.
  • 年度 2015
  • 页码 112 p.
  • 总页数 112
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

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