Application of Online Automated Segmentation and Evaluation Method in Anomaly Detection at Rail Profile Based on Pattern Matching and Complex Networks

IF 1.6 4区 材料科学 Q2 METALLURGY & METALLURGICAL ENGINEERING Isij International Pub Date : 2024-06-27 DOI:10.2355/isijinternational.isijint-2024-003
Lingling Tong, Zhimin Lv, Jing Guo
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Abstract

In steel rail production, complex deformations can induce non-uniform changes in cross-sectional profiles along the rail's length, resulting in unevenness and safety implications. It is essential to perform dimensional testing to ascertain compliance with standard requirements. Currently, profile inspection results are manually evaluated, posing efficiency challenges and a lack of standardized criteria.To address this challenge, this paper proposes an online automatic steel rail segmentation and evaluation method (online-ASE) based on pattern matching and complex networks to enable automatic rail profile assessment. This method initially utilizes offline high-dimensional time series data for conducting Toeplitz Inverse Covariance-based Clustering (TICC) training and constructs a standard quality characterization pattern library through distinct inverse covariance structures between abnormal and normal high-dimensional quality characterization indicators of steel rails. When applied online, the Viterbi shortest path dynamic programming algorithm is utilized to match steel rail data with the pattern library, swiftly identifying anomalous rail segments. Additionally, the algorithm computes the contribution of steel rail quality parameters to the segmentation results using complex network betweenness centrality, thereby explaining the reasons for segment formation. These explanations provide a reference basis for subsequent steel rail repairs. Finally, the effectiveness of the proposed method is validated using real-world steel rail data from a specific steel factory in China.

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基于模式匹配和复杂网络的在线自动分割和评估方法在铁路轮廓异常检测中的应用
在钢轨生产过程中,复杂的变形会导致钢轨横截面沿长度方向发生不均匀的变化,造成不平整和安全隐患。必须进行尺寸检测,以确定是否符合标准要求。为了应对这一挑战,本文提出了一种基于模式匹配和复杂网络的在线钢轨自动分割和评估方法(online-ASE),以实现钢轨轮廓的自动评估。该方法首先利用离线高维时间序列数据进行基于 Toeplitz 逆协方差的聚类(TICC)训练,并通过钢轨异常和正常高维质量表征指标之间不同的逆协方差结构构建标准质量表征模式库。在线应用时,利用维特比最短路径动态编程算法将钢轨数据与模式库进行匹配,从而快速识别异常轨段。此外,该算法还利用复杂网络间度中心性计算钢轨质量参数对分段结果的贡献,从而解释分段形成的原因。这些解释为后续钢轨维修提供了参考依据。最后,利用中国某钢铁厂的实际钢轨数据验证了所提方法的有效性。
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来源期刊
Isij International
Isij International 工程技术-冶金工程
CiteScore
3.40
自引率
16.70%
发文量
268
审稿时长
2.6 months
期刊介绍: The journal provides an international medium for the publication of fundamental and technological aspects of the properties, structure, characterization and modeling, processing, fabrication, and environmental issues of iron and steel, along with related engineering materials.
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