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Using Autocorrelation Analysis to Build the Evaluating Model of Train Impulse Grade
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作者 LIU Chuanbo MO Yimin 《武汉理工大学学报》 CAS CSCD 北大核心 2006年第S2期557-560,共4页
To the shortage of the traditional analysis methods about train impact,this paper put forward a new method us-ing autocorrelation theory and virtual instrument technology to analyze train impulse Using a double-MCU sy... To the shortage of the traditional analysis methods about train impact,this paper put forward a new method us-ing autocorrelation theory and virtual instrument technology to analyze train impulse Using a double-MCU system,the accelera-tion signals were acquired at different speed by train,and were transmitted into PC through USB interface.Besides the impulse signals,the acquisition data included other useless signals.The autocorrelation function was small when trains run steadily,but was greater during train impact happened.So the autocorrelation function was adopted to distill the valid impulse data.After frequency domain analyzed and autocorrelation analyzed on the Virtual Instrument flat,a new train impulse grade assessment cri-terion was built,based on the correlation peak and the width of the peak.In experiment,the impulse signal was separated from noise signal well and truly,and the quantitative model of evaluating train impulse was believable.This system possessed a certain extent theory value and application value. 展开更多
关键词 train impulse AUTOCORRELATION virtual instrument evaluating model
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Dynamic performance of heavy-haul combined train applying emergency braking on straight line 被引量:7
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作者 刘鹏飞 王开云 《Journal of Central South University》 SCIE EI CAS CSCD 2017年第8期1898-1908,共11页
A heavy-haul train-track coupled model is developed. Taking the emergency braking of the 2×104 t combined train as example, the train longitudinal impulse, the coupler dynamic behaviors and wheel-rail interaction... A heavy-haul train-track coupled model is developed. Taking the emergency braking of the 2×104 t combined train as example, the train longitudinal impulse, the coupler dynamic behaviors and wheel-rail interactions of vehicles distributing in the different positions are analyzed. The results indicate that under the coupler compressing forces, the couplers of middle locomotives may tilt to the free swing limits, which induces the unidirectional tilt of their connected wagon couplers. Consequently, the coupler longitudinal forces produce the lateral components, and then affect the wheel-rail dynamic interaction. The performance of the middle locomotive and their neighboring freight wagons deteriorate significantly, becoming the most dangerous parts in the combined train. The wagons disconnecting with the locomotives can basically keep their couplers to stabilize in the centering positions, even though the maximum coupler longitudinal force acts on it. And its corresponding running safety also has little changes. 展开更多
关键词 heavy-haul train longitudinal impulse vehicle–track coupled dynamics emergency braking
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