Running Safety of Vehicle on the Bridge under the Sudden Change of Wind Loads Due to Wind Barriers

Xinyu Xu, Xiaobo Zheng, Li Yongle
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Abstract

Wind barriers are the efficient and simplest devices for the wind protection of vehicle. To investigate the dynamic responses of vehicle passes through the transition section of wind barriers, a high-speed railway simplysupported beam bridge was taken as the research object. Aerodynamic characteristics of vehicle-bridge system were tested in wind tunnel tests, and the effects of wind barrier porosities were considered. The wind-vehicle-bridge (WVB) coupling analysis was conducted by Dummy Body Coupling (DBC) method. The results show that dynamic responses of the vehicle generally tend to increase with the increase in speed. In the wind barrier section, the dynamic responses would decrease, accounting for the wind shielding effects. The lateral and vertical accelerations are sensitive to the sudden changes of wind loads due to the wind barrier, while the lateral force and reduction rate of wheel load have little sudden change when the vehicle enters and leaves the wind barrier section.
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风障作用下桥上车辆在风荷载突变下的行车安全
防风屏障是最有效、最简单的车辆防风装置。为研究车辆通过风障过渡段时的动力响应,以某高速铁路简支梁桥为研究对象。通过风洞试验对车桥系统的气动特性进行了测试,并考虑了风障孔隙率对车桥系统气动特性的影响。采用假体耦合(DBC)方法进行了风-车-桥(WVB)耦合分析。结果表明,随着车速的增加,车辆的动态响应总体呈增大趋势。在风障截面,动力响应减小,这是由于风屏蔽效应的影响。横向加速度和垂直加速度对风荷载的突变敏感,而车辆进入和离开风荷载截面时,横向力和轮载减少率的突变较小。
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