摘要
为研究侧风环境下路堤风速场,建立了有限元模型,对不同高度路基风速场进行了仿真分析;现场实测了侧风环境下的路基风速变化规律,验证了仿真结果的正确性。提出了影响行车安全的计算风速区域。结果表明:路基越高局部风速的增强就越大,上风侧路肩和行车道风速增强最明显,对行车安全影响越大。研究结果提供了侧风环境下高大路堤行车安全的理论基础。
In order to research the wind velocity field of embankment,infinite element models were built and wind velocity field of different height embankment was simulated.Field testing methods were also employed to measure wind velocity and the simulation results were verified.Wind velocity area which affected driving safety was calculated.The results show that the higher the embankment is,the higher the local area wind velocity is,especially in windward shoulder and travel lane.The results also provide theory bases for driving safety in cross wind.
出处
《重庆交通大学学报(自然科学版)》
CAS
北大核心
2013年第1期54-57,62,共5页
Journal of Chongqing Jiaotong University(Natural Science)
基金
国家自然科学基金项目(51278361)
山东交通学院科研基金项目(Z201014)
关键词
道路工程
行车安全
现场实验和仿真
路堤风速场
侧风
highway engineering
driving safety
field test and simulation
wind velocity field
cross wind