摘要
In actual line operation,the critical velocity is one of the key physical quantities of rail design owing to its great infuence on the riding comfort and safety of vehicles due to the wheel-rail contact loss caused by the abrupt change of rail foundation rigidity,rail wear,or abruptness irregularities on rail.In this study,the short floating slab track(SFST)structure is regarded as a double-layer system.The Euler beam and the rigid body model are adopted for the rail and the floating slab,respectively.and the dispersion equation and the theoretical critical velocity of the rail structure under ideal conditions are deduced.Besides,this st udy considers the implementation of the SFST in the vehicle-structure coupling system.The alterable element method is introduced for accurately simulating the change of the whee-rail contact state and coding a vehicle-structure dynamic analysis program(VSDAP)to calculate the critical velocity of rail structures from the dynamic response of vehicles and rail structures.The principle of its design at the beginning of the design is given on the basis of the theoretical value of the critical velocity and the simulation of the dynamic response,which can provide reference for practical engineering design.
作者
ZHANG Jingwei
LIU Xuewen
WANG Yansong
WANG Yingyi
LI Ke
张经纬;刘学文;王岩松;王颖轶;李可(School of Mechanical and Automotive Engineering,Shanghai University of Engineering Science,Shanghai 201620,China;School of Naval Architecture,Ocean and Civil Engineering,Shanghai Jiao Tong U niversity,Shanghai 200240,China)
基金
the National Natural Science Founda-tion of China(No.51675324)
the Shanghai Founda-tion for University Key Teacher(No,ZZGCD15039)
New Energy Vehicle Vibration and Noise Test and Control Professional Technical Service Platform(No.18DZ2295900)。
