脱轨
火车
加速度
桥(图论)
结构工程
磁道(磁盘驱动器)
工程类
垂直位移
流离失所(心理学)
海洋工程
模拟
机械工程
物理
经典力学
内科学
医学
地图学
地理
心理治疗师
心理学
作者
Amin Razzaghi Kalajahi,Morteza Esmaeili,Jabbar Ali Zakeri
标识
DOI:10.1177/03611981221106787
摘要
A study about the running safety of trains moving over bridges subjected to hydrodynamic loads under one-direction and two bidirectional high-speed train passing is presented. Dynamic performance of the developed 3D train–bridge–wave system (TBW model) subjected to different hydrodynamic loads and applying Association of American Railroads track irregularities is established in this study. The dynamic responses of the bridge, which is under one-direction and two bidirectional high-speed train passing and subjected to several hydrodynamic loads and rail irregularities, are analyzed. The dynamic responses of the bridge and the running safety indices of the trains on the bridge under several types of sea states in one-direction and two bidirectional train passing are analyzed. Results of developed TBW’s sensitivity analyses have shown the importance of sea-state conditions for safe train running. Irregularities have an obvious effect on the dynamic responses of the bridge. Between comparing one-direction and two bidirectional high-speed train passing modes, bidirectional train passing has a greater effect on vertical acceleration and displacement than horizontal ones in the presence of a hydrodynamic load. Therefore, the combination of wave forces, rail irregularities, and bidirectional train passing jeopardizes the running safety of high-speed trains by increasing both lateral and vertical displacements and accelerations. Furthermore, the effect of wave force on the running safety indices of the train is investigated by considering different train speeds. As expected, the tendency observed in all the derailment criteria is similar, indicating that the risk of derailment increases with the increasing of the running speed and wave height.
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