Interactions between Railway Subsystems, Volume II

A special issue of Applied Sciences (ISSN 2076-3417). This special issue belongs to the section "Civil Engineering".

Deadline for manuscript submissions: closed (30 April 2022) | Viewed by 5103
Related Special Issue: Interactions between Railway Subsystems

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Guest Editor
Department of Transportation System Engineering, Graduate School of Transportation, Korea National University of Transportation, 157, Cheoldo-bangmulgwan-ro, Uiwang 16106, Gyeonggi-do, Republic of Korea
Interests: concrete durability; railway track system; track–bridge interaction
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Special Issue Information

Dear Colleagues,

At present, the proportion of railway systems in public transportation is increasing under the global goal of greenhouse gas reduction. In this respect, building a highly efficient railway system is a very important task for us. The railway system consists of several subsystems, such as vehicles, engineering structures, power supply systems, and signal and communication systems. The interactions between these subsystems have very significant effects on the performance and efficiency of the entire railway system. The subsystem interactions, e.g., wheel–rail contact, vehicle–track–substructure dynamic interaction, track–bridge interaction, pantograph–catenary contact, and track–signaling system interface, include a wide variety of complex static and dynamic problems, and many challenges have arisen, and meaningful developments have been made in recent decades. However, there are still several remaining important issues. Thus, I would like to propose this Special Issue including but not limited to the abovementioned themes. New unknown problems in recent or future railway systems are also welcomed.

Prof. Dr. Seung-Yup Jang
Guest Editor

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Keywords

  • railway system
  • subsystems
  • wheel–rail contact
  • vehicle–track–substructure dynamic interaction
  • track–bridge interaction
  • pantograph–catenary contact
  • track–signaling system interface

Published Papers (2 papers)

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Research

18 pages, 33335 KiB  
Article
Formation Mechanism of Metro Rail Corrugation Based on Wheel–Rail Stick–Slip Behaviors
by Zhiqiang Wang and Zhenyu Lei
Appl. Sci. 2021, 11(17), 8128; https://doi.org/10.3390/app11178128 - 01 Sep 2021
Cited by 12 | Viewed by 2429
Abstract
Field investigation shows that most corrugations occur on the inner rail surface of curved tracks with a radius of less than 700 m. In order to explore the formation mechanism of metro corrugation, the relationship between wheel–rail stick–slip characteristics and rail corrugation is [...] Read more.
Field investigation shows that most corrugations occur on the inner rail surface of curved tracks with a radius of less than 700 m. In order to explore the formation mechanism of metro corrugation, the relationship between wheel–rail stick–slip characteristics and rail corrugation is studied by combining single wheelset curving and a rigid–flexible coupling model. The numerical results illustrate that the lateral torsional stick–slip vibration of inner rail–inner wheel of the guiding wheelset on the small radius curve eventually leads to the generation of inner rail corrugation, and the lateral torsional stick–slip vibration of outer rail–outer wheel of the driven wheelset may also occur, but the intensity is weak and the probability is low. The lateral torsional stick–slip vibration of inner rail–inner wheel of the guiding wheelset on the large radius curve is also easy to cause inner rail corrugation, but the degree of inner rail corrugation is lower than that on the small radius curve; the outer rail on the large radius curve is still not easy to produce corrugation. The formation mechanism of rail corrugation on the straight track is different from that on the curve track, which is mainly related to the wheel–rail longitudinal torsional stick–slip vibration. Full article
(This article belongs to the Special Issue Interactions between Railway Subsystems, Volume II)
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27 pages, 6542 KiB  
Article
A Dynamic Model for the Study and Simulation of the Pantograph–Rigid Catenary Interaction with an Overlapping Span
by Jesús Benet, Fernando Cuartero, Tomás Rojo, Pedro Tendero and Enrique Arias
Appl. Sci. 2021, 11(16), 7445; https://doi.org/10.3390/app11167445 - 13 Aug 2021
Cited by 6 | Viewed by 2086
Abstract
In this paper, the authors present a mathematical and engineering model to optimally calculate the dynamic equation on the pantograph–catenary interaction when considering a rigid catenary with an overlapping span. The model starts from well-known methods adapted to the special features of rigid [...] Read more.
In this paper, the authors present a mathematical and engineering model to optimally calculate the dynamic equation on the pantograph–catenary interaction when considering a rigid catenary with an overlapping span. The model starts from well-known methods adapted to the special features of rigid catenary. As a result, an algorithm for the integration of a dynamic equation based on explicit methods is provided. Moreover, from this algorithm, a reliable, efficient, and user-friendly software tool called RICATI is developed in order to approach the model to railway-based companies. The results show the usefulness of an application. such as RICATI, to check the behavior of the configuration initially established for a catenary, allowing solutions to be obtained for the problems encountered when simulating the passage of the pantograph (or pantographs), not only for the overlapping span but also for the entire catenary. That encourages us to continue future works. Full article
(This article belongs to the Special Issue Interactions between Railway Subsystems, Volume II)
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