Degradation trend prediction of rail stripping for heavy haul railway based on multi-strategy hybrid improved pelican algorithm

Changfan Zhang, Chang Jiang, Jianhua Liu, Weifeng Yang, Jia He
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Abstract

As a key component of the heavy-haul railway system, the rail is prone to damages caused by harsh operating conditions. To secure a safe operation, it is of great essence to detect the damage status of the rail. However, current damage detection methods are mainly manual, so problems such as strong subjectivity, lag in providing results, and difficulty in quantifying the degree of damage are easily generated. Therefore, a new prediction method based on the improved pelican algorithm and channel attention mechanism is proposed to evaluate the stripping of heavy-haul railway rails. By processing the rail vibration acceleration, it predicts the stripping damage degree. Specifically, a comprehensive health index measuring the degree of rail stripping is first established by principal component analysis and correlation analysis to avoid the one-sidedness of a single evaluation index. Then, the convolutional bidirectional gated recursive network is trained and generalized, and the pelican algorithm, improved by multiple hybrid strategies, is used to optimize the hyperparameters in the network so as to find the optimal solution by constantly adjusting the search strategy. The squeeze-excitation channel attention module is then incorporated to re-calibrate the weights of valid features and to improve the accuracy of the model. Finally, the proposed method is tested on a specific rail stripping dataset and a public dataset of PHM2012 bearings, and the generalization and effectiveness performance of the proposed method is proved.
基于多策略混合改进鹈鹕算法的重载铁路轨道剥离退化趋势预测
作为重载铁路系统的关键部件,钢轨很容易因恶劣的运行条件而损坏。为确保安全运行,检测钢轨的损坏状况至关重要。然而,目前的损伤检测方法主要以人工检测为主,容易产生主观性强、结果提供滞后、损伤程度难以量化等问题。因此,本文提出了一种基于改进的鹈鹕算法和通道关注机制的新预测方法,用于评估重载铁路钢轨的剥离情况。通过处理钢轨振动加速度,预测钢轨剥离损伤程度。具体来说,首先通过主成分分析和相关分析建立衡量钢轨剥离程度的综合健康指数,避免单一评价指数的片面性。然后,对卷积双向门控递归网络进行训练和泛化,并采用经多种混合策略改进的鹈鹕算法对网络中的超参数进行优化,从而通过不断调整搜索策略找到最优解。然后加入挤压激励通道注意模块,重新校准有效特征的权重,提高模型的准确性。最后,在特定的钢轨剥离数据集和 PHM2012 轴承公共数据集上对所提方法进行了测试,证明了所提方法的普适性和有效性。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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