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Comprehensive model for train-induced aerodynamic pressure on noise barriers: effects of bilateral layout and height
Luleå tekniska universitet, Institutionen för samhällsbyggnad och naturresurser, Byggkonstruktion och brand.ORCID-id: 0000-0003-2668-1329
Luleå tekniska universitet, Institutionen för samhällsbyggnad och naturresurser, Byggkonstruktion och brand.ORCID-id: 0000-0003-0089-8140
Luleå tekniska universitet, Institutionen för samhällsbyggnad och naturresurser, Byggkonstruktion och brand.ORCID-id: 0000-0003-3548-6082
Luleå tekniska universitet, Institutionen för samhällsbyggnad och naturresurser, Byggkonstruktion och brand. 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
Vise andre og tillknytning
2025 (engelsk)Inngår i: Engineering Applications of Computational Fluid Mechanics, ISSN 1994-2060, E-ISSN 1997-003X, Vol. 19, nr 1, artikkel-id 2471296Artikkel i tidsskrift (Fagfellevurdert) 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.

sted, utgiver, år, opplag, sider
Taylor & Francis, 2025. Vol. 19, nr 1, artikkel-id 2471296
Emneord [en]
Aerodynamic pressure, barrier height, bilateral layout, computational fluid dynamics simulation, pressure model, railway noise barrier
HSV kategori
Forskningsprogram
Byggkonstruktion
Identifikatorer
URN: urn:nbn:se:ltu:diva-111974DOI: 10.1080/19942060.2025.2471296ISI: 001434013100001Scopus ID: 2-s2.0-105000535108OAI: oai:DiVA.org:ltu-111974DiVA, id: diva2:1943639
Forskningsfinansiär
Swedish Transport Administration, BBT-2019-022 and No. BBT-TRV 2024/132497
Merknad

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

Full text license: CC BY;

Tilgjengelig fra: 2025-03-11 Laget: 2025-03-11 Sist oppdatert: 2025-06-24bibliografisk kontrollert

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Liu, DongyunWang, ChaoGonzalez-Libreros, JaimeTu, YongmingElfgren, LennartSas, Gabriel

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