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摘要:
A method for analysing the vehicle-bridge interaction system with enhanced objectivity is proposed in the paper,which considers the time-variant and random characteristics and allows finding the power spectral den-sities(PSDs)of the system responses directly from the PSD of track irregularity.The pseudo-excitation method is adopted in the proposed framework,where the vehicle is modelled as a rigid body and the bridge is modelled using the finite element method.The vertical and lateral wheel-rail pseudo-excitations are established assuming the wheel and rail have the same displacement and using the sim-plified Kalker creep theory,respectively.The power spectrum function of vehicle and bridge responses is cal-culated by history integral.Based on the dynamic respon-ses from the deterministic and random analyses of the interaction system,and the probability density functions for three safety factors(derailment coefficient,wheel unload-ing rate,and lateral wheel axle force)are obtained,and the probabilities of the safety factors exceeding the given limits are calculated.The proposed method is validated by Monte Carlo simulations using a case study of a high-speed train running over a bridge with five simply supported spans and four piers.
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篇名 Safety evaluation of a vehicle-bridge interaction system using the pseudo-excitation method
来源期刊 铁道工程科学(英文版) 学科
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年,卷(期) 2022,(1) 所属期刊栏目
研究方向 页码范围 41-56
页数 16页 分类号
字数 语种 英文
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铁道工程科学(英文)
季刊
2662-4745
51-1795/U
四川省成都市二环路北一段
eng
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875
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