Dynamic behavior of steel post/wood panel railway noise barriers under aerodynamic loads induced by high-speed trains

Dongyun Liu , Chao Wang , Jaime Gonzalez-Libreros , Andréas Andersson , Lennart Elfgren , Gabriel Sas

Railway Engineering Science ›› 2026, Vol. 34 ›› Issue (1) : 55 -84.

PDF
Railway Engineering Science ›› 2026, Vol. 34 ›› Issue (1) :55 -84. DOI: 10.1007/s40534-025-00377-5
Article
research-article

Dynamic behavior of steel post/wood panel railway noise barriers under aerodynamic loads induced by high-speed trains

Author information +
History +
PDF

Abstract

Railway noise barriers are an essential piece of infrastructure for reducing noise propagation. However, these barriers experience aerodynamic loads generated by high-speed trains, leading to dynamic effects that may compromise their fatigue capacity. The most common structural design for railway noise barriers consists of vertical configurations of posts and panels. However, there have been few dynamic analyses of steel post/wood panel noise barriers under train-induced aerodynamic loads. This study used dynamic finite element analysis to assess the dynamic behavior of such noise barriers. Analysis of a 40-m-long noise barrier model and a triangular simplified load model, the latter of which effectively represented the detailed aerodynamic load, were first used to establish the model and input of the moving load during dynamic simulation. Then, the effects of different parameters on the dynamic response of the noise barrier were evaluated, including the damping ratio, the profile of the steel post, the span length of the panel, the barrier height, and the train speed. Gray relational analysis indicated that barrier height exhibited the highest correlations with the dynamic responses, followed by train speed, post profile, span length, and damping ratio. A reduction in the natural frequency and an increase in the train speed result in a higher peak response and more pronounced fluctuations between the nose and tail waves. The dynamic amplification factor (DAF) was found to be related to both the natural frequency and train speed. A model was proposed showing that the DAF significantly increases as the square of the natural frequency decreases and the cube of the train speed rises.

Keywords

Aerodynamic load / Dynamic amplification factor / Dynamic behavior / Finite element analysis / High-speed train / Railway noise barrier

Cite this article

Download citation ▾
Dongyun Liu, Chao Wang, Jaime Gonzalez-Libreros, Andréas Andersson, Lennart Elfgren, Gabriel Sas. Dynamic behavior of steel post/wood panel railway noise barriers under aerodynamic loads induced by high-speed trains. Railway Engineering Science, 2026, 34(1): 55-84 DOI:10.1007/s40534-025-00377-5

登录浏览全文

4963

注册一个新账户 忘记密码

References

[1]

Li X, Hu X, Zheng J. Statistical energy method for noise reduction performance of the vertical noise barrier alongside railway bridges. Appl Acoust, 2020, 170: 107503

[2]

Kim KH, Yoon GH. Optimal rigid and porous material distributions for noise barrier by acoustic topology optimization. J Sound Vib, 2015, 339: 123-142

[3]

Gao P, Zhang JW, Tu YM. Experimental study on structural performance of a novel integral noise barrier for urban rail transit. Adv Mater Res, 2010, 163: 1905-1909

[4]

Daee B, El Naggar MH. Experimental study of the application of polyurethane products in accelerated construction of innovative noise barrier. J Mater Civ Eng, 2016, 28(7): 04016025

[5]

Daee B, El Naggar H. 3D finite element analysis of composite noise barrier constructed of polyurethane products. Front Struct Civ Eng, 2017, 111100-110

[6]

Liang H, Zou Y, Guo Det al.. Analysis of concrete damage at anchorage end of the high-speed railway bridge sound barrier under the 400 km/h train-induced wind loads. Structures, 2024, 69: 107284

[7]

Cao X, Yang ZX, Zhu WXet al.. Experimental study on flexural behavior of new type of prestressed reactive powder concrete sound barrier for high-speed rail. Struct Concr, 2021, 22(2): 623-636

[8]

Elrefae AG, Issa MA. Evaluation of key performance aspects of a novel precast noise barrier wall system based on nonlinear finite-element simulations. J Struct Eng, 2024, 150(11): 04024164

[9]

Niu J, Wang Y, Zhang Let al.. Numerical analysis of aerodynamic characteristics of high-speed train with different train nose lengths. Int J Heat Mass Transf, 2018, 127: 188-199

[10]

Lichtneger P, Ruck B. Full scale experiments on vehicle induced transient loads on roadside plates. J Wind Eng Ind Aerodyn, 2015, 136: 73-81

[11]

Moritoh Y, Zenda Y, Nagakura K. Noise control of high speed shinkansen. J Sound Vib, 1996, 193(1): 319-334

[12]

Liu Y, Yang W, Deng Eet al.. Aerodynamic impacts of high-speed trains on city-oriented noise barriers: a moving model experiment. Alex Eng J, 2023, 68: 343-364

[13]

Wang D, Wang B, Chen A. Vehicle-induced aerodynamic loads on highway sound barriers part1: field experiment. Wind Struct, 2013, 17(4): 435-449

[14]

Soper D, Gillmeier S, Baker Cet al.. Aerodynamic forces on railway acoustic barriers. J Wind Eng Ind Aerodyn, 2019, 191: 266-278

[15]

Liu D, Wang C, Gonzalez-Libreros Jet al.. Modified calculation model of train-induced aerodynamic pressure on vertical noise barriers considering the train geometry effect. J Wind Eng Ind Aerodyn, 2024, 249: 105750

[16]

Meng S, Zhou D, Xiong Xet al.. The effect of the nose length on the aerodynamics of a high-speed train passing through a noise barrier. Flow Turbul Combust, 2022, 108(2): 411-431

[17]

European Committee for Standardization (2013) EN 14067-4 Railway Applications–Aerodynamics Part 4: Requirements and Test Procedures for Aerodynamics on Open Track

[18]

Sturt R, Lynch P, Burns R et al (2022) Aerodynamic Assessment and Mitigation–Design Considerations for High-Speed Rail (No. DOT/FRA/ORD-22/28). Department of Transportation, Federal Railroad Administration, United States

[19]

Tokunaga M, Sogabe M, Santo Tet al.. Dynamic response evaluation of tall noise barrier on high speed railway structures. J Sound Vib, 2016, 366: 293-308

[20]

Cunningham A, Bradshaw R, Düsterloh G, Berhane G, Gaio V, de Siqueira L, Newton F-H. Overcoming the challenges associated with the design of noise barriers for high-speed railways. High speed two (HS2): infrastructure design and construction (Volume 1), 2021, London, ICE Publishing487510

[21]

DB Netz AG (2013) Ril 804, Modul 804.5501, Lärmschutzanlagen an Eisenbahnstrecken. 01.01.2013. Erhaltlich über DB Kommunikationstechnik GmbH, Karlsruhe

[22]

PECS Germany Planning Engineering Consulting Services Ltd (2006) Consulting Report: Noise Barrier for High Speed Railway

[23]

Friedl H, Reiterer M, Kari H (2011) Aerodynamic excitation of noise barrier systems at high-speed rail lines–Fatigue analysis. In: Proceedings of 4th international operational modal analysis conference (IOMAC’11), Istambul, Turkey. pp 9–11

[24]

Wang HC, Xie JF. FSI research on the noise barrier of high-speed railway in the composite conditions. Appl Mech Mater, 2013, 307: 149-155

[25]

Lachinger S, Reiterer M, Kari H (2016) Comparison of calculation methods for aerodynamic impact on noise barriers along high speed rail lines. Paper presented at the 11th World Congress on Rail Research, Milan, Italy

[26]

Luo W, Jiang J (2016) Dynamic calculation of noise barrier subjected to impulsive wind pressure based on ANSYS. In: Proceedings of the 5th international conference on energy and environmental protection (ICEEP 2016), Shenzhen, China. Atlantis Press, 787–791

[27]

Zhu C, Guo J, Zhang Det al.. In situ measurement of wind-induced pulse response of sound barrier based on high-speed imaging technology. Math Probl Eng, 2016, 2016: 8704134

[28]

M, Li Q, Ning Zet al.. Study on the aerodynamic load characteristic of noise reduction barrier on high-speed railway. J Wind Eng Ind Aerodyn, 2018, 176: 254-262

[29]

Rocchi D, Tomasini G, Schito Pet al.. Wind effects induced by high speed train pass-by in open air. J Wind Eng Ind Aerodyn, 2018, 173: 279-288

[30]

Schill F, Sviridova A, Eichhorn A (2019) Deformation monitoring of noise barriers with profile laser scanning. In: Proceedings of the 4th joint international symposium on deformation monitoring (JISDM2019), Athens, Greece, 15–17 May 2019

[31]

Olaszek P, Sakowski A, Twardosz Eet al.. Tests of dynamic impact from trains on noise barriers. Roads Bridges, 2020, 19(4): 247-265

[32]

Basili M, Casini P, Morelli Let al.. Vibration mitigation of rail noise barriers by hysteretic absorbers. J Appl Comput Mech, 2021, 7: 1205-1217

[33]

Zheng J, Li Q, Li Xet al.. Train-induced fluctuating pressure and resultant dynamic response of semienclosed sound barriers. Shock Vib, 2020, 2020: 6901564

[34]

Wu X, He X, Huang J. Comparative analysis of dynamic responses of different types of high-speed railway noise barriers under the influence of fluctuating wind pressure. Sustainability, 2022, 14(19): 12900

[35]

Friman M. Designing noise barriers with additional purpose–five examples. Inter Noise, 2024, 27083981-3992

[36]

International Union of Railways (UIC) (2021) Railway Noise in Europe, State-of-the-Art Report. https://uic.org/IMG/pdf/railway_noise_in_europe_state_of_the_art_report.pdf. Accessed 15 July 2024

[37]

Noda R, Kayo C, Yamanouchi Met al.. Life cycle greenhouse gas emissions of wooden roadside noise barriers in Nagano prefecture. Mokuzai Gakkaishi, 2017, 63(1): 41-53

[38]

Suhanek M, Grubesa S (2020) Innovative approaches to noise reduction. In: Noise and Environment, IntechOpen. https://doi.org/10.5772/intechopen.93056

[39]

Pang W, Stoner M, Bothra H et al (2023) Exploring the structural design, cost, and durability of mass timber noise barrier for highway applications. Paper presented at the world conference on timber engineering (WCTE 2023), Oslo, Norway, 19–22 June, 2013

[40]

Sueyoshi S, Shioda M, Sakata Jet al.. Sound insulation performance of wood (Larix kaempferi) sound barriers constructed along an expressway twenty years ago. Bull For Prod Res Inst, 2012, 11: 243-248

[41]

Bergstedt A, Lyck C (eds) (2007) Larch wood: a literature review. Forest and Landscape, Denmark

[42]

Ju SH, Ni SH. Determining Rayleigh damping parameters of soils for finite element analysis. Num Anal Meth Geomechanics, 2007, 31(10): 1239-1255

[43]

Huang J, Li X, Zhang Jet al.. Determining the Rayleigh damping parameters of flexible pavements for finite element modeling. J Vib Contr, 2022, 28(21/22): 3181-3194

[44]

Liu D, Wang C, Gonzalez-Libreros Jet al.. A review on aerodynamic load and dynamic behavior of railway noise barriers when high-speed trains pass. J Wind Eng Ind Aerodyn, 2023, 239: 105458

[45]

Sallehuddin R, Shamsuddin SMH, Hashim SZM (2008) Application of grey relational analysis for multivariate time series. In: 2008 Eighth International conference on intelligent systems design and applications, Vol. 28, Kaohsuing, Taiwan, China, 26–28 November, 2008. IEEE, pp 432–437

[46]

Deng JL. Introduction to grey system theory. J Grey Syst, 1989, 1(1): 1-24

[47]

Gong L, Liang Y, Zhang Bet al.. Durability evaluation of concrete in cold and arid regions based on grey relational theory. Adv Civ Eng, 2022, 1: 6287810

[48]

Jolibois A, Defrance J, Koreneff Het al.. In situ measurement of the acoustic performance of a full scale tramway low height noise barrier prototype. Appl Acoust, 2015, 94: 57-68

[49]

Lázaro J, Pereira M, Costa PAet al.. Performance of low-height railway noise barriers with porous materials. Appl Sci, 2022, 12(6): 2960

[50]

Beben D. Dynamic amplification factors of corrugated steel plate culverts. Eng Struct, 2013, 46: 193-204

[51]

Paeglite I, Paeglitis A. The dynamic amplification factor of the bridges in Latvia. Procedia Eng, 2013, 57: 851-858

[52]

European Committee for Standardization (1995) ENV 1991–3: Basis of design and actions on structures—Part 3: Traffic loads on bridges

[53]

European Committee for Standardization (2003) EN 1991–2: Actions on structures–Part 2: Traffic loads on bridges

[54]

European Committee for Standardization (2024) EN 1991–2: Actions on structures–Part 2: Traffic loads on bridges and other civil engineering works

[55]

European Committee for Standardization (2016) EN 16727–2–2 Railway applications–Track—Noise barriers and related devices acting on airborne sound propagation–Non-acoustic performance–Part 2–2: Mechanical performance under dynamic loadings caused by passing trains—Calculation method

Funding

Trafikverket(BBT-2019-022)

RIGHTS & PERMISSIONS

The Author(s)

PDF

4

Accesses

0

Citation

Detail

Sections
Recommended

/