Structural Engineering and Mechanics

Volume 98, Number 5, 2026, pages 655-669

DOI: 10.12989/sem.2026.98.5.655

Evolution patterns and reliability assessment of track geometry on dual-use long-span cable-stayed bridges

Xunyi Yin , Weiqi Zheng , Chao Lin , Yonghong Yang , Xingwang Sheng

Abstract

The rapid development of high-speed railways has promoted the widespread use of dual-use long-span cable-stayed bridges for crossing large rivers and valleys. However, the complex loading conditions associated with these structures introduce significant uncertainties in track geometry evolution, posing challenges for reliability assessment and potentially affecting the safety and performance of railway operations. To address these challenges, this study establishes an integrated finite element model of a dual-use long-span cable-stayed bridge with ballastless track. The model is used to simulate the evolution of track geometry under different loading conditions, showing that long-wave vertical track irregularities exhibit multiple peaks, with the maximum deviations generally occurring near the bridge towers. A reliability assessment framework based on point estimation and higher-order moment theories is proposed to quantitatively assess the reliability of track geometry under the combined effects of highway loads, train loads, and temperature variations. The findings provide a systematic understanding of track geometry behavior on dual-use cable-stayed bridges and offer a robust methodological basis for ensuring the safety, reliability, and operational efficiency of high-speed railway systems on complex bridge structures.

Key Words

dual-use long-span bridge; evolution pattern; high-speed railway; reliability; track geometry

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