ZHANG Zheyu, DUAN Yongqi, QU Lianhui, WANG Anbin. Stiffness Range Selecting of Railway Fastener under Medium Speed[J]. Development and Application of Materials, 2016, 31(4): 12-17. DOI: 10.19515/j.cnki.1003-1545.2016.04.003
Citation: ZHANG Zheyu, DUAN Yongqi, QU Lianhui, WANG Anbin. Stiffness Range Selecting of Railway Fastener under Medium Speed[J]. Development and Application of Materials, 2016, 31(4): 12-17. DOI: 10.19515/j.cnki.1003-1545.2016.04.003

Stiffness Range Selecting of Railway Fastener under Medium Speed

  • In order to reduce the obvious railway dynamic response when the metro vehicles run at medium speed(120 and 140 km/h),the fasteners stiffness is reasonably designed,and the dynamic response and safety performance of vehicles and railways are checked.Resultsshow that the reasonable stiffness range is among 17-25 k N/mm.In this range,the vehicle derailment coefficient and overturning coefficient are both less than 0.8.Compared with those of common fasteners,when the frequency is among1-80 Hz,vertical vibration loss of slab with the vibration absorder is 8.7 d B,and vertical vibration loss of foundation is 5.7 d B.
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