Rui Ouyang , Jun Luo , Shengyang Zhu , Mei Chen , Wanming Zhai
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引用次数: 0
Abstract
Rail corrugation in high-speed railways severely affects the safety and comfort of train operations. Existing intelligent detection technologies are predominantly confined to the classification of single corrugation features and fail to achieve quantitative detection of complex corrugations. To this end, this study proposes a high-precision quantitative detection method for rail corrugation based on a hybrid neural network surrogate model. Firstly, the spatial and frequency domain characteristics of the axle box acceleration (ABA) under the excitation of rail corrugation are obtained based on the vehicle-track coupled dynamics model. Then, a hybrid neural network surrogate model is proposed to construct the nonlinear mapping relationship between the multi-features of corrugation and the multi-features of the ABA signal in both spatial and frequency domains, achieving high-precision fitting of the response surface. Finally, an improved Newton-Raphson-based optimizer (NRBO) algorithm is applied to further enhance the detection efficiency of rail corrugation. Comprehensive comparisons with classical models across multiple detection performance indicators demonstrate the superiority of the proposed model. Specially, the detection rates of the amplitude and wavelength of single-feature rail corrugation, with an error rate of less than 1 %, are respectively 95 % and 99 %, and good adaptability to rail corrugation with composite features can also be identified. This study provides a novel approach for the real-time and quantitative detection of rail corrugation, holding beneficial engineering significance for intelligent railway maintenance.
期刊介绍:
Engineering Structures provides a forum for a broad blend of scientific and technical papers to reflect the evolving needs of the structural engineering and structural mechanics communities. Particularly welcome are contributions dealing with applications of structural engineering and mechanics principles in all areas of technology. The journal aspires to a broad and integrated coverage of the effects of dynamic loadings and of the modelling techniques whereby the structural response to these loadings may be computed.
The scope of Engineering Structures encompasses, but is not restricted to, the following areas: infrastructure engineering; earthquake engineering; structure-fluid-soil interaction; wind engineering; fire engineering; blast engineering; structural reliability/stability; life assessment/integrity; structural health monitoring; multi-hazard engineering; structural dynamics; optimization; expert systems; experimental modelling; performance-based design; multiscale analysis; value engineering.
Topics of interest include: tall buildings; innovative structures; environmentally responsive structures; bridges; stadiums; commercial and public buildings; transmission towers; television and telecommunication masts; foldable structures; cooling towers; plates and shells; suspension structures; protective structures; smart structures; nuclear reactors; dams; pressure vessels; pipelines; tunnels.
Engineering Structures also publishes review articles, short communications and discussions, book reviews, and a diary on international events related to any aspect of structural engineering.