Modal Matching Design for Railway Bogies via Transfer Function and Least Action Principle
摘要
Resonance-induced vibrations and fatigue failures of railway bogies often result from poor modal matching between structural natural frequencies and wheel-rail excitation spectra. Conventional frequency-based methods ignore dynamic transfer characteristics, leading to suboptimal vibration suppression. This study aims to develop an efficient modal matching methodology to enhance bogie vibration stability and durability.
MethodsA Transfer Function and Least Action Principle (TF-LAP) based modal matching approach is proposed, which minimizes vibration acceleration RMS by aligning transfer function peaks with excitation spectrum valleys. Theoretical derivation relies on a generalized frequency-domain least-action functional; validation uses a 5-degree-of-freedom (5-DOF) dynamic model and a rigid-flexible coupling model (considering varying wheel wear).
ResultsCompared with the NASA 20% frequency isolation rule, the method reduces vibration RMS by 26% (13.07→9.69 m·s²) and extends key component fatigue life from 72 thousand km to 157 million km.
ConclusionThe proposed TF-LAP framework overcomes the static limitations of traditional methods, provides a quantitative dynamic modal matching tool, and offers practical guidance for optimizing bogie vibration control and service life.