WANG Da-lei, CHEN Ai-rong, MA Ru-jin. INFLUENCE OF WIND BARRIER ON AERODYNAMIC CHARACTERISTICS OF AUTOMOBILES ON BRIDGE GIRDER NEAR PYLON[J]. Engineering Mechanics, 2013, 30(10): 244-250. DOI: 10.6052/j.issn.1000-4750.2012.10.0784
Citation: WANG Da-lei, CHEN Ai-rong, MA Ru-jin. INFLUENCE OF WIND BARRIER ON AERODYNAMIC CHARACTERISTICS OF AUTOMOBILES ON BRIDGE GIRDER NEAR PYLON[J]. Engineering Mechanics, 2013, 30(10): 244-250. DOI: 10.6052/j.issn.1000-4750.2012.10.0784

INFLUENCE OF WIND BARRIER ON AERODYNAMIC CHARACTERISTICS OF AUTOMOBILES ON BRIDGE GIRDER NEAR PYLON

More Information
  • Received Date: October 22, 2012
  • Revised Date: January 08, 2013
  • Lateral instability accidents of automobiles are most easily overdone due to the alternative wind environment above the girder near the pylon of a long-span cable-supported bridge in a strong crosswind. Therefore, the investigation of aerodynamic characteristics of automobiles passing by the girder near a pylon is very helpful for the assessment of lateral control stability of automobiles. The aerodynamic measurement on an automobile#x02019;s model on the steel split-box girder near the pylon of a cable-stayed bridge with a single column is carried out by a wind tunnel test. The rule of aerodynamic characteristics of an auto on different positions on the deck in a crosswind is obtained. Considering a wind barrier or not, the comparison and analysis of aerodynamic coefficients of autos near the pylon shows that the aerodynamic coefficients of the side force and yaw moment of vehicles on this type of girder near the single column could be significantly reduced by a wind barrier, and some other values could also be smaller, such as the rolling moment coefficient of a large automobile and the variable amplitude of yaw moment coefficients of medium or small automobiles. Obviously, a wind barrier is very useful for improving the side control stability of vehicles passing by the girder near a pylon.
  • [1]
    Baker C J. Ground vehicles in high cross winds part I: Steady aerodynamic forces [J]. Journal of Fluids and Structures, 1991, 5(1): 69―90.
    [2]
    Baker C. The overturning of road and rail vehicles in high winds [C]// Choi C K, Kim Y D, Kwak H G. Proceedings of the Sixth Asia-Pacific Conference on Wind Engineering. Seoul Korea, Techno-Press, 2005: 95―113.
    [3]
    王达磊. 桥梁风致行车安全研究[D]. 上海: 同济大学, 2010.
    Wang Dalei. Research on wind-induced driving safety on bridges [D]. Shanghai: Tongji University, 2010. (in Chinese)
    [4]
    Wang Dalei, Chen Airong. Assessment of lateral driving stability of automobiles passing by the pylon zone under cross wind [J]. Research Journal of Applied Sciences, Engineering and Technology, 2012, 4(16): 2735―2739.
    [5]
    Smith B W, Barker C P. Design of wind screens to bridges; experience and applications on major bridges [C]// Larsen A Esdahl S. Bridge Aerodynamics: Proceedings of the International Symposium on Advances in Bridge Aerodynamics. Copenhagen: Aa Balkema, 1998: 289―298.
    [6]
    Wang Dalei, Chen Airong, Ai Huilin. Strategy on improving lateral driving stability of the automobiles passing by the vicinity of A-shaped pylon of Zhengxin Yellow River Highway-railway Bridge in cross wind [C]// Li Guangfan, Huang Yong, Chen Chaohe. Advanced Materials Research, Haikou China, Trans Tech Publications, 2011(250/251/252/253): 1827―1833.
    [7]
    Wang Dalei, Chen Airong, Zhou Zhiyong. Wind tunnel testing and numerical simulation of wind environment above deck in vicinity of the towers of a cable-stayed bridge [C]// Choi C K, Kim Y D, Kwak H G. Proceedings of the Sixth Asia-Pacific Conference on Wind Engineering. Seoul Korea, Techno-Press, 2005: 113.
    [8]
    Wang Dalei, Ai Huilin, Chen Airong. Numerical simulation of alternating wind environment above the girder near A-shaped pylon for Zhengxin Yellow River Bridge in cross wind [C]// He X M. 2011 International Conference on Electric Technology and Civil Engineering. United States, IEEE Computer Society, 2011: 496―499.
    [9]
    艾辉林, 陈艾荣. 跨海大桥桥塔区风环境数值风洞模拟[J]. 工程力学, 2010, 27(增刊1): 196―199, 204.
    Ai Huilin, Chen Airong. Study on the crosswind environment around the tower and deck of sea-crossing bridge by CFD [J]. Engineering Mechanics, 2010, 27(Suppl 1): 196―199, 204. (in Chinese)
    [10]
    韩艳, 胡揭玄, 蔡春声, 李仁发. 横风作用下考虑车辆运动的车桥系统气动特性的数值模拟研究[J]. 工程力学, 2013, 30(2): 318―325.
    Han Yan, Hu Jiexuan, Cai Chunsheng, Li Renfa. Numerical simulation on aerodynamic characteristics of vehicles and bridges under cross winds with the consideration of vehicle moving [J]. Engineering Mechanics, 2013, 30(2): 318―325. (in Chinese)
    [11]
    傅立敏, 吴允柱, 贺宝琴. 队列行驶车辆的空气动力特性[J]. 吉林大学学报(工学版), 2006, 36(6): 871―875.
    Fu Limin, Wu Yunzhu, He Baoqin. Aerodynamic characteristics of vehicle platoon [J]. Journal of Jilin University (Engineering and Technology Edition), 2006, 36(6): 871―875. (in Chinese)
    [12]
    刘畅, 王靖宇, 桑涛, 梁天也, 胡兴军. 大型载货汽车驾驶室与货厢间隙对气动力特性的影响[J]. 吉林大学学报(工学版), 2007, 37(2): 280―285.
    Liu Chang, Wang Jingyu, Sang Tao, Liang Tianye, Hu Xingjun. Effect of gap between driver cab and freight body of heavy-duty truck on its aerodynamic characteristic [J]. Journal of Jilin University (Engineering and Technology Edition), 2007, 37(2): 280―285. (in Chinese)
    [13]
    Charuvisit S, Kimura K, Fujino Y. Experimental and semi-analytical studies on the aerodynamic forces acting on a vehicle passing through the wake of a bridge tower in cross wind [J]. Journal of Wind Engineering and Industrial Aerodynamics, 2004, 92(9): 749―780.
    [14]
    Argentini T, Ozkan E, Rocchi D, et al. Cross-wind effects on a vehicle crossing the wake of a bridge pylon [J]. Journal of Wind Engineering and Industrial Aerodynamics, 2011, 99(6/7): 734―740.
    [15]
    SAE J1594-1994. Vehicle aerodynamic terminology [S]. United States: Society of Automotive Engineers, 1994.
    [16]
    Baker C J, Humphreys N D. Assessment of the adequacy of various wind tunnel techniques to obtain aerodynamic data for ground vehicles in cross winds [J]. Journal of Wind Engineering and Industrial Aerodynamics, 1996, 60(1/2/3): 49―68.

Catalog

    Article Metrics

    Article views (293) PDF downloads (141) Cited by()
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return