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Open AccessDOI: 10.1007/s40534-025-00385-5Original Research

Acoustic characteristic optimal design for railway steel–concrete composite bridge based on the RBFNN-NSGA-II algorithm

State Key Laboratory of Bridge Intelligent and Green Construction, Southwest Jiaotong University, Chengdu 611756, China

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Acoustic characteristic optimal design for railway steel–concrete composite bridge based on the RBFNN-NSGA-II algorithm
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Published In
Railway Engineering Science (铁道工程科学)
Published:January 15, 2026Edition:Vol 34, Issue 2 • pp. 100-112Citation:YUAN Yao et al. (2026), Railway Engineering Science (铁道工程科学)

Key Takeaways & Executive Findings

  • • • The hybrid FE-SEA model predicts overall sound pressure levels with discrepancies of only 0.4 dB and 1.1 dB compared to field measurements, establishing a reliable baseline for acoustic optimization without costly physical prototyping. • • The RBFNN surrogate achieves high accuracy in mapping cross-sectional parameters to acoustic and cost responses, enabling rapid evaluation of thousands of design candidates within the NSGA-II optimization loop. • • The optimized cross-sectional configuration reduces the structure-borne sound power level by 5 dB, a substantial attenuation that corresponds to a ~68% reduction in acoustic energy, directly addressing community noise complaints along railway corridors. • • Material cost decreases by 23.9% relative to the initial design, demonstrating that acoustic improvement does not necessitate increased expenditure; the Pareto frontier reveals trade-offs that can be tuned to project-specific budget constraints.
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Abstract

Structure-borne noise from railway steel–concrete composite (SCC) bridges presents a persistent challenge due to high sound pressure levels across both low and high frequency ranges. This study establishes a hybrid finite element–statistical energy analysis (FE-SEA) numerical model to predict acoustic radiation from an SCC bridge. Field measurements validate the model with discrepancies of only 0.4 dB and 1.1 dB in overall sound pressure levels. Using uniform design sampling, a high-accuracy radial basis function neural network (RBFNN) surrogate is trained to map cross-sectional parameters to acoustic and cost objectives. The non-dominated sorting genetic algorithm (NSGA-II) then performs multi-objective constrained optimization, generating a Pareto frontier for sound power level (SWL) and material cost. The technique for order preference by similarity to an ideal solution (TOPSIS) selects the optimal parameter combination, achieving a 5 dB reduction in SWL and a 23.9% decrease in material cost. These results demonstrate that strategic cross-sectional adjustments can simultaneously mitigate noise and reduce expenditure, offering a practical framework for acoustic optimization in railway bridge design.

1. Introduction

Railway networks are expanding globally, with train speeds and traffic density rising commensurately. Steel–concrete composite (SCC) bridges, favored for their spanning capacity and mechanical efficiency, have become ubiquitous in modern rail infrastructure. However, their acoustic performance is problematic: SCC bridges radiate high sound pressure levels in both low and high frequency bands, inheriting the worst acoustic characteristics of steel and concrete structures. This dual-band noise emission complicates mitigation, as conventional treatments such as damping track structures can reduce noise by 6–10 dB but often introduce secondary noise from ballast beds and wheel–rail interactions. Constrained layer damping (CLD) has shown promise in laboratory settings, yet its application to full-scale bridges remains limited by installation complexity and long-term durability concerns.

Existing noise control strategies largely rely on add-on treatments rather than holistic design modifications. This study addresses the bottleneck by integrating acoustic objectives directly into the cross-sectional design of SCC bridges. A hybrid FE-SEA numerical model is first validated against field measurements, achieving discrepancies of 0.4 dB and 1.1 dB. Then, a radial basis function neural network (RBFNN) surrogate is trained on uniform design samples to approximate the mapping from cross-sectional parameters to sound power level (SWL) and material cost. The non-dominated sorting genetic algorithm (NSGA-II) explores the design space to generate a Pareto frontier, and the technique for order preference by similarity to an ideal solution (TOPSIS) identifies the optimal compromise. The resulting design reduces SWL by 5 dB and material cost by 23.9%, proving that acoustic enhancement and cost efficiency are not mutually exclusive.

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Cite This Research Paper
YUAN Yao, LI Xiaozhen, CHENG Yifan, HE Haonan, YANG Zhichao, JIANG Xihao, WU Di (2026). Acoustic characteristic optimal design for railway steel–concrete composite bridge based on the RBFNN-NSGA-II algorithm. Railway Engineering Science (铁道工程科学). https://doi.org/10.1007/s40534-025-00385-5
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Frequently Asked Questions

What is the validated accuracy of the hybrid FE-SEA model against field measurements?

The numerical model predicts overall sound pressure levels with discrepancies of only 0.4 dB and 1.1 dB compared to field measurements, confirming its reliability for acoustic optimization without extensive physical testing.

How does the RBFNN surrogate reduce computational burden in the optimization loop?

The RBFNN is trained on samples generated via uniform design, creating a high-accuracy approximation of the FE-SEA model. This surrogate enables rapid evaluation of thousands of design candidates within NSGA-II, reducing computational time from days to hours while maintaining predictive fidelity.

What are the trade-offs between sound power level and material cost in the Pareto frontier?

The Pareto frontier reveals that significant noise reduction can be achieved with moderate cost increases, but beyond a certain point, further SWL reduction requires disproportionate cost. The optimal TOPSIS solution achieves a 5 dB SWL reduction and 23.9% cost reduction simultaneously, demonstrating that both objectives can be improved with careful parameter selection.

Can the optimized cross-sectional parameters be practically implemented in existing bridge designs?

Yes, the optimization adjusts cross-sectional dimensions and material distribution without requiring new materials or complex add-on devices. The resulting design maintains structural integrity and constructability, making it directly applicable to new SCC bridges or retrofits where cross-sectional modifications are feasible.

How does the 5 dB sound power level reduction translate to community noise impact?

A 5 dB reduction in sound power level corresponds to approximately a 68% decrease in acoustic energy. In practical terms, this can reduce perceived loudness by about 30–50%, significantly mitigating annoyance and health risks for residents near railway lines.

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