LU Guo-ren, YAN Shu-ming, BAI Shu-feng, TAI Yong-gang, MA Liang. Terminal development of a new type of W-beam guardrail[J]. Journal of Traffic and Transportation Engineering, 2008, 8(6): 53-56.
Citation: LU Guo-ren, YAN Shu-ming, BAI Shu-feng, TAI Yong-gang, MA Liang. Terminal development of a new type of W-beam guardrail[J]. Journal of Traffic and Transportation Engineering, 2008, 8(6): 53-56.

Terminal development of a new type of W-beam guardrail

More Information
  • Author Bio:

    LU Guo-ren (1965-), male, researcher, +86-631-5960090, LGR65@yahoo.com.cn

  • Received Date: 2008-06-11
  • Publish Date: 2008-12-25
  • In order to reduce the serious accidents caused by impacting W-beam guardrail terminal, the properties of traffic flow were analyzed, the impact test methods and acceptance criteria for the terminal were brought out based on referring to correlative domestic and overseas standards, a new type of W-beam guardrail terminal was developed by using finite element analysis and full-scale impact tests, which meets acceptance criteria. It is pointed that passengers can be protected for that the acceleration of vehicle gravity center is less than 20 g by rolling W-beam to absorb accident car's kinetic energy, which keeps W-beam from piercing into car or accident car from turning over, and the containment level of standard section for barrier is guaranteed by enough restraining force at the guardrail terminal. The result indicates that the performances of the terminal meet acceptance criteria and can protect accident vehicles.

     

  • loading
  • [1]
    JTG D81—2006, 公路交通安全设施设计规范[S].
    [2]
    JTG/T D81—2006, 公路交通安全设施设计细则[S].
    [3]
    NCHRP Report350, recommended procedures for the safety performance evaluation of highway features[S].
    [4]
    JTG/T F83-01—2004, 高速公路护栏安全性能评价标准[S].
    [5]
    雷正保, 颜海棋, 周屏艳, 等. 山区公路混凝土护栏碰撞特性仿真分析[J]. 交通运输工程学报, 2007, 7(1): 85-92. http://transport.chd.edu.cn/article/id/200701019

    LEI Zheng-bao, YAN Hai-qi, ZHOUPing-yan, et al. Si mu-lation analysis for collision characteristics of concrete barriers on montane highway[J]. Journal of Traffic and Transporta-tion Engineering, 2007, 7(1): 85-92. (in Chinese) http://transport.chd.edu.cn/article/id/200701019
    [6]
    李志峰, 邰永刚, 张颖, 等. 高速公路波形梁护栏改造方案研究[J]. 汽车技术, 2006, 37(S): 89-91. https://www.cnki.com.cn/Article/CJFDTOTAL-QCJS2006S1025.htm

    LI Zhi-feng, TAI Yong-gang, ZHANG Ying, et al. Research on highway W-beambarrier reconstruct project[J]. Automo-bile Technology, 2006, 37(S): 89-91. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-QCJS2006S1025.htm
    [7]
    申杰, 金先龙, 陈建国. 汽车碰撞护栏事故再现方法[J]. 振动与冲击, 2007, 26(5): 38-40. https://www.cnki.com.cn/Article/CJFDTOTAL-ZDCJ200705010.htm

    SHEN Jie, JI N Xian-long, CHEN Jian-guo. A method of car-highway barrier crash accident reconstruction[J]. Journal of Vibration and Shock, 2007, 26(5): 38-40. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-ZDCJ200705010.htm
    [8]
    付锐, 陈荫三. 货车尾部护栏缓撞性能的研究[J]. 交通运输工程学报, 2001, 1(2): 41-43. http://transport.chd.edu.cn/article/id/200102011

    FU Rui, CHEN Yin-san. Study of truck rear bumper crash-worthiness[J]. Journal of Traffic and Transportation Engi-neering, 2001, 1(2): 41-43. (in Chinese) http://transport.chd.edu.cn/article/id/200102011
    [9]
    张晶, 白书锋, 石红星, 等. 车辆与弯道混凝土护栏碰撞的动态数值模拟及试验[J]. 中国公路学报, 2007, 20(1): 102-106. https://www.cnki.com.cn/Article/CJFDTOTAL-ZGGL200701018.htm

    ZHANG Jing, BAI Shu-feng, SHI Hong-xing, et al. Dynamic numerical si mulation and experi ment for vehicle and curved concrete barriers crash[J]. China Journal of Highway and Transport, 2007, 20(1): 102-106. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-ZGGL200701018.htm
    [10]
    曾攀. 有限元分析与应用[M]. 北京: 清华大学出版社, 2004.
  • 加载中

Catalog

    通讯作者: 陈斌, bchen63@163.com
    • 1. 

      沈阳化工大学材料科学与工程学院 沈阳 110142

    1. 本站搜索
    2. 百度学术搜索
    3. 万方数据库搜索
    4. CNKI搜索

    Article Metrics

    Article views (261) PDF downloads(637) Cited by()
    Proportional views
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return