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On the Load-Carrying Capacity Determination of Railway Box-Girder Bridges Using the Reduced Stress Method Cover

On the Load-Carrying Capacity Determination of Railway Box-Girder Bridges Using the Reduced Stress Method

Civil and Environmental Engineering
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By: Jaroslav Odrobiňák,  Josef Vičan,  Richard Hlinka,  Jozef Prokop and  Branislav Vavák  
Open Access
|Oct 2025

Authors

Jaroslav Odrobiňák

jaroslav.odrobinak@uniza.sk

Department of Structures and Bridges, Faculty of Civil Engineering, University of Žilina, Žilina, Slovakia

Josef Vičan

Department of Structures and Bridges, Faculty of Civil Engineering, University of Žilina, Žilina, Slovakia

Richard Hlinka

Department of Structures and Bridges, Faculty of Civil Engineering, University of Žilina, Žilina, Slovakia

Jozef Prokop

Department of Structures and Bridges, Faculty of Civil Engineering, University of Žilina, Žilina, Slovakia

Branislav Vavák

R&D Institute of Railways, Railways of the Slovak Republic, Žilina, Slovakia
DOI: https://doi.org/10.2478/cee-2026-0021 | Journal eISSN: 2199-6512 | Journal ISSN: 1336-5835
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Language: English
Submitted on: Aug 24, 2025
Accepted on: Sep 8, 2025
Published on: Oct 8, 2025
Published by: University of Žilina
In partnership with: Paradigm Publishing Services
Publication frequency: 2 issues per year
Keywords:
Railway bridge,
Load-carrying capacity,
Box-girder bridge,
Plated FEA model,
Reduced stress method
Related subjects:
Business and economics,
Political economics,
Economic theory, systems and structures,
Business management,
Industries,
Environmental management

© 2025 Jaroslav Odrobiňák, Josef Vičan, Richard Hlinka, Jozef Prokop, Branislav Vavák, published by University of Žilina
This work is licensed under the Creative Commons Attribution 4.0 License.

AHEAD OF PRINT