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Comprehensive model for train-induced aerodynamic pressure on noise barriers: effects of bilateral layout and height
Luleå University of Technology, Department of Civil, Environmental and Natural Resources Engineering, Structural and Fire Engineering.ORCID iD: 0000-0003-2668-1329
Luleå University of Technology, Department of Civil, Environmental and Natural Resources Engineering, Structural and Fire Engineering.ORCID iD: 0000-0003-0089-8140
Luleå University of Technology, Department of Civil, Environmental and Natural Resources Engineering, Structural and Fire Engineering.ORCID iD: 0000-0003-3548-6082
Luleå University of Technology, Department of Civil, Environmental and Natural Resources Engineering, Structural and Fire Engineering. Key Laboratory of Concrete and Prestressed Concrete Structures of Ministry of Education, National Engineering Research Center for Prestressing Technology, School of Civil Engineering, Southeast University, Nanjing, People’s Republic of China.ORCID iD: 0000-0002-8372-1967
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2025 (English)In: Engineering Applications of Computational Fluid Mechanics, ISSN 1994-2060, E-ISSN 1997-003X, Vol. 19, no 1, article id 2471296Article in journal (Refereed) Published
Abstract [en]

Noise barriers play a crucial role in mitigating railway noise, with the aerodynamic pressure exerted by passing trains being a key factor in their structural design, particularly for those installed along high-speed railways. While previous studies have focused on the effects of train speed, geometry, and distance from the track centre, and have developed models incorporating these factors, limited attention has been given to the impact of bilateral layouts and barrier height on this pressure. Quantitative assessments of these two factors remain scarce, and existing pressure calculation models inadequately address their influence. This study addressed these gaps by employing computational fluid dynamics (CFD) simulations, validated by field test data, to qualitatively and quantitatively analyze the effects of barrier layout and height on the aerodynamic pressure acting on vertical noise barriers. The results demonstrate that two distinct transient pressure fluctuations over time are generated by the train’s nose and tail, in agreement with the findings of the field tests. A bilateral layout increases peak pressure by up to 8.5%, particularly as the distance to the train centreline decreases. Moreover, increasing barrier height from 2 to 4 m resulted in a maximum pressure amplification of 13.23%, though the amplification rate diminished with further height increases. To address the limitations of existing pressure calculation models, an exponential model was developed to account for the amplification effect of bilateral layouts, while a logarithmic correction factor was introduced to account for barrier height. These models were integrated into a comprehensive aerodynamic pressure calculation framework, effectively capturing the combined impacts of barrier layout and height. Validated through simulations, the proposed model offers a more accurate and practical approach for predicting train-induced aerodynamic pressure on noise barriers, providing valuable insights to inform their structural design.

Place, publisher, year, edition, pages
Taylor & Francis, 2025. Vol. 19, no 1, article id 2471296
Keywords [en]
Aerodynamic pressure, barrier height, bilateral layout, computational fluid dynamics simulation, pressure model, railway noise barrier
National Category
Fluid Mechanics
Research subject
Structural Engineering
Identifiers
URN: urn:nbn:se:ltu:diva-111974DOI: 10.1080/19942060.2025.2471296Scopus ID: 2-s2.0-105000535108OAI: oai:DiVA.org:ltu-111974DiVA, id: diva2:1943639
Funder
Swedish Transport Administration, BBT-2019-022 and No. BBT-TRV 2024/132497
Note

Validerad;2025;Nivå 2;2025-04-09 (u2);

Full text license: CC BY;

Available from: 2025-03-11 Created: 2025-03-11 Last updated: 2025-04-09Bibliographically approved

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