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Official PDF TranslationJournal of Central South University

Iterative solution and numerical analysis of vehicle-track-bridge nonlinear coupled vibration considering viscoelasticity of rail pads

Authors: CUI Wei-tao; GAO Liang; XIAO Hong; MIAO Shuai-jie; NIU Zhen-yu; XIAO Yi-xiong

DOI: 10.1007/s11771-025-6011-6Status: Verified Translated Edition
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Key Findings in This Report

• The FVMP model accurately characterizes rail pad viscoelasticity across ±20 °C and 1–1000 Hz. • The nonlinear coupled model converges well for time steps below 0.001 s, with best convergence for relaxation factors 0.3–0.5. • Rail pad viscoelasticity significantly affects high-frequency vibrations, especially around 50 Hz in the wheel-rail coupled resonance range. • The cross-iteration algorithm with relaxation factor effectively solves the coupled nonlinear dynamic response and adjusts wheel-rail force.