Wake Effect of Bridge Tower on Coupling Vibration of Wind-Vehicle-Bridge System
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摘要: 为考察横向风作用下桥塔附近风场突变对行车安全性和舒适性的影响,采用计算流体动力学(CFD)数 值模拟方法对大跨度悬索桥桥塔区域桥面风场进行了仿真分析.通过组合节段模型风洞试验,测试了车辆沿不 同位置的轨道运行时车辆、桥梁的气动力系数.基于不同位置轨道处的风场分布和测试的气动力系数,采用自主 研发的桥梁结构分析软件BANSYS,对车辆沿不同位置轨道通过桥塔区域时的动力响应进行了对比分析.研究 结果表明,桥塔附近桥面风场变化剧烈,存在局部加速效应;桥塔处风场突变效应对车辆横向响应的影响明显.
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关键词:
- 风灢车灢桥系统 /
- 风荷载 /
- 计算流体动力学(CFD) /
- 横向风 /
- 桥塔
Abstract: With the action of cross wind, the existence of bridge tower results in a significant change in the distribution of wind field above bridge deck. In order to investigate the adverse influence of the change of wind field on the running safety and comfortability of a train, the CFD (computational fluid dynamics) numerical method was used to simulate the wind field above the bridge deck nearby the towers of a long-span suspension bridge. By a wind tunnel test with section model for deck and vehicles, the aerodynamic coefficients of vehicles running along rails with different positions and the bridge were measured respectively. Based on the wind field distribution and the measured aerodynamic coefficients, a self-developed analysis software BANSYS was adopted to conduct a contrast analysis for the dynamic responses of vehicles running through a bridge tower along different rail positions. The research results indicate that the changes of wind field nearby the bridge tower are dramatic to result in a local acceleration effect. And the sudden change of wind field nearby the bridge tower has an obvious influence on the lateral responses of vehicles.-
Key words:
- wind-vehicle-bridge system /
- wind load /
- CFD (computational fluid dynamics) /
- cross wind /
- bridge tower
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