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风屏障布局对公铁同层桁架桥-列车系统气动特性的影响 被引量:5
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作者 刘路路 邹云峰 +1 位作者 何旭辉 汪震 《中南大学学报(自然科学版)》 EI CAS CSCD 北大核心 2022年第5期1592-1599,共8页
为研究风屏障布局对公铁同层桁架桥-列车系统气动特性影响,以高为2.5 m、透风率为30%的风屏障为例,对某大跨度公铁同层钢桁架悬索桥进行节段模型风洞试验,测试不同风屏障布置形式(单、双侧)和布置位置(内、外侧)条件下车桥系统气动特性... 为研究风屏障布局对公铁同层桁架桥-列车系统气动特性影响,以高为2.5 m、透风率为30%的风屏障为例,对某大跨度公铁同层钢桁架悬索桥进行节段模型风洞试验,测试不同风屏障布置形式(单、双侧)和布置位置(内、外侧)条件下车桥系统气动特性。研究结果表明:当风屏障布置在主梁外侧时,风屏障对主梁阻力系数的影响大于其布置在内侧时的影响,风屏障对列车的遮挡效果也比风屏障布置在内侧的遮挡效果好;下游内侧风屏障对车桥系统气动特性几乎无影响,但下游外侧风屏障不仅会增大主梁阻力系数,同时能减小列车升阻力系数,影响列车各面风压特别是背风面负压区;在该桁架桥外侧布置双侧风屏障时,主梁阻力系数仅增大10%,而列车阻力系数减小55%,风屏障效果较好。 展开更多
关键词 风屏障 公铁同桁架 高速铁路 车-系统气动特性 风洞试验
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Wind tunnel tests on aerodynamic characteristics of vehicles on same-storey highway and rail bridge under crosswind 被引量:3
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作者 ZOU Yun-feng XUE Fan-rong +2 位作者 HE Xu-hui HAN Yan LIU Qing-kuan 《Journal of Central South University》 SCIE EI CAS CSCD 2022年第8期2513-2531,共19页
In recent years,the safety and comfort of road vehicles driving on bridges under crosswinds have attracted more attention due to frequent occurrences of wind-induced disasters.This study focuses on a container truck a... In recent years,the safety and comfort of road vehicles driving on bridges under crosswinds have attracted more attention due to frequent occurrences of wind-induced disasters.This study focuses on a container truck and CRH2 high-speed train as research targets.Wind tunnel experiments are performed to investigate shielding effects of trains on aerodynamic characteristics of trucks.The results show that aerodynamic interference between trains and trucks varies with positions of trains(upstream,downstream)and trucks(upwind,downwind)and numbers of trains.To summarize,whether the train is upstream or downstream of tracks has basically no effect on aerodynamic forces,other than moments,of a truck driving on windward sides of bridges(upwind).In contrast,the presence of trains on the bridge deck has a significant impact on aerodynamic characteristics of a truck driving on leeward sides(downwind)at the same time.The best shielding effect on lateral forces of trucks occurs when the train is located downstream of tracks.Finally,the pressure measuring system shows that only lift forces on trains are affected by trucks,while other forces and moments are primarily affected by adjacent trains. 展开更多
关键词 same-storey highway and rail bridge container truck CRH2 high-speed train aerodynamic characteristics wind tunnel test CROSSWIND
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Effects of wind barriers on the aerodynamic characteristics of bridge-train system for a road-rail same-story truss bridge 被引量:5
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作者 LIU Lu-lu ZOU Yun-feng +2 位作者 HE Xu-hui WANG Zhen ZHOU Xu-hong 《Journal of Central South University》 SCIE EI CAS CSCD 2022年第8期2690-2705,共16页
Wind barriers are commonly adopted to prevent the effects of wind on high-speed railway trains,but their wind-proofing effects are greatly affected by substructures.To investigate the effects of wind barriers on the a... Wind barriers are commonly adopted to prevent the effects of wind on high-speed railway trains,but their wind-proofing effects are greatly affected by substructures.To investigate the effects of wind barriers on the aerodynamic characteristic of road-rail same-story truss bridge-train systems,wind tunnel experiments were carried out using a 1:50 scale model.Taking a wind barrier with a porosity of 30%as an example,the aerodynamic characteristics of the bridge train system under different wind barrier layouts(single-sided and double-sided),positions(inside and outside)and heights(2.5 m,3.0 m,3.5 m and 4.0 m)were tested.The results indicate that the downstream inside wind barrier has almost no effect on the aerodynamic characteristics of the train-bridge system,but the downstream outside wind barrier increases the drag coefficient of the bridge and reduces both the lift coefficient and drag coefficient of the train due to its effect on the trains wind pressure distribution,especially on the trains leeward surface.When the wind barriers are arranged on the outside,their effects on the drag coefficient of the bridge and shielding effect on the train are greater than when they are arranged on the inside.As the height of the wind barrier increases,the drag coefficient of the bridge also gradually increases,and the lift coefficient and drag coefficient of the train gradually decrease,but the degree of variation of the aerodynamic coefficient with the height is slightly different due to the different wind barrier layouts.When 3.0 m high double-sided wind barriers are arranged on the outside of the truss bridge,the drag coefficient of the bridge only increases by 12%,while the drag coefficient of the train decreases by 55%. 展开更多
关键词 wind barriers road-rail same-story truss bridge high-speed railway aerodynamic coefficients train-bridge system wind tunnel test
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