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Infrastructures
Special Issues
Recent Advances in Railway Engineering
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Recent Advances in Railway Engineering

A special issue of Infrastructures (ISSN 2412-3811).

Deadline for manuscript submissions: 31 October 2024 | Viewed by 3061

Special Issue Editors

Prof. Dr. Szabolcs Fischer

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Guest Editor
Department of Transport Infrastructure and Water Resources Engineering, Széchenyi István University, 9026 Győr, Hungary
Interests: railway engineering; structural engineering; geotechnical engineering; geometry; transportation; higher education; transportation planning; car; civil engineering; economic analysis; economics analysis; geotechnics
Dr. Dragan Marinkovic

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Guest Editor
Department of Structural Analysis, Technical University of Berlin, 10623 Berlin, Germany
Interests: finite element analysis; nano materials; nano technology; materials science; modeling; mathematical modeling; experimentation; ansys; labview, transportatiom; civil engineering; structural engineering; mechanical engineering
Special Issues, Collections and Topics in MDPI journals
Dr. Mykola Sysyn

E-Mail Website
Guest Editor
Institute of Railway Systems and Public Transport, Technische Universität Dresden, 01069 Dresden, Germany
Interests: railway engineering; geotechnical engineering; geometry; transportation; higher education; transportation planning; car; civil engineering; economic analysis; economics analysis; geotechnics
Prof. Dr. Dmytro Kurhan

E-Mail Website
Guest Editor
Department of Transport Infrastructure, Ukrainian State University of Science and Technologies, UA-49010 Dnipro, Ukraine
Interests: railway systems; stress–strain analysis; high-speed trains; railway curves; continuous welded rail; mathematical modeling

Special Issue Information

Dear Colleagues,

This Special Issue, in the journal Infrastructures (MDPI), aims to provide a premier international forum for a wide range of professions, including academics, researchers, and industry professionals, to discuss and present the most recent challenges and developments in "Recent Advances in Railway Engineering." This Special Issue invites contributions of original, high-quality research (research and review papers are also welcome). The papers' subjects may range from the railway vehicle across the track to the subsoil, but they are all related to the engineering (preferably—but not limited to—civil, mechanical, electrical, transportation and environmental engineering) field. The papers may include the results of modern laboratory tests, field/in situ tests, numerical modeling, railway diagnostics, etc.

We anticipate that this Special Issue will “pave the way” for new research and technological advancements in this vital field.

Prof. Dr. Szabolcs Fischer
Dr. Dragan Marinkovic
Dr. Mykola Sysyn
Prof. Dr. Dmytro Kurhan
Guest Editors

Manuscript Submission Information

Manuscripts should be submitted online at www.mdpi.com by registering and logging in to this website. Once you are registered, click here to go to the submission form. Manuscripts can be submitted until the deadline. All submissions that pass pre-check are peer-reviewed. Accepted papers will be published continuously in the journal (as soon as accepted) and will be listed together on the special issue website. Research articles, review articles as well as short communications are invited. For planned papers, a title and short abstract (about 100 words) can be sent to the Editorial Office for announcement on this website.

Submitted manuscripts should not have been published previously, nor be under consideration for publication elsewhere (except conference proceedings papers). All manuscripts are thoroughly refereed through a single-blind peer-review process. A guide for authors and other relevant information for submission of manuscripts is available on the Instructions for Authors page. Infrastructures is an international peer-reviewed open access monthly journal published by MDPI.

Please visit the Instructions for Authors page before submitting a manuscript. The Article Processing Charge (APC) for publication in this open access journal is 1800 CHF (Swiss Francs). Submitted papers should be well formatted and use good English. Authors may use MDPI's English editing service prior to publication or during author revisions.

Keywords

  • advances in the design, construction, diagnostics and maintenance of railway permanent way, railway vehicles, connecting infrastructure, etc.
  • transport safety and transport modeling in railway systems and infrastructure
  • current solutions of safe and effective vehicles as well as railway permanent way in terms of environment
  • autonomous mobility and its impact on social, industry, transport, and economic sectors
  • train system dynamics
  • railway vehicle stability
  • sustainability in railway
  • vibration and vibration control in railway system
  • noise and noise protection in railway system
  • other relevant topics related with railways

Published Papers (2 papers)

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Research

15 pages, 2318 KiB  
Article
Damage Identification of Turnout Rail through a Covariance-Based Condition Index and Quantitative Pattern Analysis
by Jun-Fang Wang, Jian-Fu Lin and Yan-Long Xie
Infrastructures 2023, 8(12), 176; https://doi.org/10.3390/infrastructures8120176 - 08 Dec 2023
Cited by 1 | Viewed by 1510
Abstract
Subjected to complex loadings from the wheel–rail interaction, turnout rail is prone to crack damage. This paper aims to develop a condition evaluation method for crack-alike damage detection of in-service turnout rail. A covariance-based structural condition index (CI) is firstly constructed by fusing [...] Read more.
Subjected to complex loadings from the wheel–rail interaction, turnout rail is prone to crack damage. This paper aims to develop a condition evaluation method for crack-alike damage detection of in-service turnout rail. A covariance-based structural condition index (CI) is firstly constructed by fusing the time-frequency components of responses, generating a series of patterns governed by the interrelationships between column members in the CI matrix. The damage-sensitive interrelationships latent in CI are then modeled using Bayesian regression and historical data, and baseline patterns are built with predictions of the models and new inputs. The deviations between the baseline patterns and the actual patterns of the newly observed CI members are quantitatively assessed. To synthetically consider the individual assessment results, a technique is developed to combine the individual assessment results into one synthetic result by designing a group of suitable weights taking into consideration both probabilistic confidence and reference model error. If the deviations are within a tolerable range, no damage is flagged; otherwise, damage existence and severity are reported. A case study is conducted, in which monitoring data from the database of a railway turnout are applied to build the CI matrix and examine the damage identification performance of this method. Good agreement between actual conditions and assessment results is found in different testing scenarios in the case study, demonstrating the effectiveness of the proposed method. Full article
(This article belongs to the Special Issue Recent Advances in Railway Engineering)
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16 pages, 4221 KiB  
Article
Investigation of the Bearing Capacity of Transport Constructions Made of Corrugated Metal Structures Reinforced with Transversal Stiffening Ribs
by Vitalii Kovalchuk, Mykola Sysyn, Majid Movahedi Rad and Szabolcs Fischer
Infrastructures 2023, 8(9), 131; https://doi.org/10.3390/infrastructures8090131 - 01 Sep 2023
Viewed by 1050
Abstract
Methods of increasing the bearing capacity of corrugated metal structures of transport constructions using transversal stiffening ribs in the form of additional corrugation and stiffeners are given. Based on the theory of elasticity, a mathematical model for estimating the stress-strain state of transport [...] Read more.
Methods of increasing the bearing capacity of corrugated metal structures of transport constructions using transversal stiffening ribs in the form of additional corrugation and stiffeners are given. Based on the theory of elasticity, a mathematical model for estimating the stress-strain state of transport constructions made of corrugated metal structures reinforced with stiffening ribs in the form of double corrugation was developed. The method of determining equivalent forces during rolling stock passage is offered. It has been established that double corrugation increases the bearing capacity of corrugated metal structures. Therefore, additional corrugation of corrugated metal structures reduces stresses by up to 20% and deflections by 50%. The obtained results show that the increase in rolling stock speed does not lead to a significant increase in stresses and strains in CMS when the railway track corresponds to the design state. Full article
(This article belongs to the Special Issue Recent Advances in Railway Engineering)
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