• ISSN 0258-2724
  • CN 51-1277/U
  • EI Compendex
  • Scopus
  • Indexed by Core Journals of China, Chinese S&T Journal Citation Reports
  • Chinese S&T Journal Citation Reports
  • Chinese Science Citation Database
Volume 31 Issue 4
Jul.  2018
Turn off MathJax
Article Contents
JING Guoqing, FU Hao, JIA Wenli, YAO Li, LIN Hongsong. Experimental Study on Lateral Resistance of Optimized Ⅲc Sleeper with Different Frame Types[J]. Journal of Southwest Jiaotong University, 2018, 53(4): 727-732. doi: 10.3969/j.issn.0258-2724.2018.04.009
Citation: JING Guoqing, FU Hao, JIA Wenli, YAO Li, LIN Hongsong. Experimental Study on Lateral Resistance of Optimized Ⅲc Sleeper with Different Frame Types[J]. Journal of Southwest Jiaotong University, 2018, 53(4): 727-732. doi: 10.3969/j.issn.0258-2724.2018.04.009

Experimental Study on Lateral Resistance of Optimized Ⅲc Sleeper with Different Frame Types

doi: 10.3969/j.issn.0258-2724.2018.04.009
  • Received Date: 20 Jul 2017
  • Publish Date: 01 Aug 2018
  • To optimize the geometry of the Ⅲc mono-block sleeper and reveal the variation characteristics of the ballast bed lateral resistance before and after optimization, three different frame sleepers were designed and fabricated by adding concrete blocks to specific parts of the Ⅲc mono-block sleeper. Based on the ballast bed lateral resistance test, The frame sleepers and Ⅲc mono-block sleeper were compared for different ballast bed cross-sections (shoulder width 300 mm, shoulder height 0 mm; shoulder width 500 mm, shoulder height 0 mm; shoulder width 500 mm, and shoulder height 150 mm). The study shows that each frame sleeper can effectively increase lateral resistance with different ballast bed cross-sections. Furthermore, compared with the Ⅲc mono-block sleeper, there is 37.8%-50.0% increase in lateral resistance for frame sleeper type A(end-winged sleeper), 25.5%-41.0% increase for frame sleeper type B(middle-winged sleeper), and 13.3%-23.0% increase for frame sleeper type C(bumped sleeper).

     

  • loading
  • 井国庆.铁路有砟道床[M].中国:中国铁道出版社, 2012:158-163.
    杨艳丽. Ⅲ型混凝土轨枕有砟道床纵横向阻力设计参数试验研究[J].铁道工程学报, 2010(10):49-51, 57. doi: 10.3969/j.issn.1006-2106.2010.10.011

    YANG Yanli. Experimental study on design parameters of longitudinal and lateral resistance of ballast bed for Ⅲ-type concrete sleeper[J]. Journal of Railway Engineering Society, 2010(10):49-51, 57. doi: 10.3969/j.issn.1006-2106.2010.10.011
    高亮, 罗奇, 徐旸, 等.道床断面尺寸对道床横向阻力的影响[J].西南交通大学学报, 2014, 49(6):954-960. doi: 10.3969/j.issn.0258-2724.2014.06.004

    GAO Liang, LUO Qi, XU Yang, et al. Effects of ballast bed section dimension on its lateral resistance[J]. Journal of Southwest Jiaotong University, 2014, 49(6):954-960. doi: 10.3969/j.issn.0258-2724.2014.06.004
    KABO E. A numerical study of the lateral ballast resistance in railway tracks[J]. Proceedings of the Institution of Mechanical Engineers, Part F:Journal of Rail and Rapid Transit, 2006, 220(4):425-433. doi: 10.1243/0954409JRRT61
    JING G Q, LUO Q, WANG Z J. Micro-analysis lateral ballast resistance of seismic characteristics[J]. Journal of Vibroengineering, 2014, 16(1):533-544.
    REMENNIKOV A, KAEWUNRUEN S. Experimental investigation on dynamic railway sleeper/ballast interaction[J]. Experimental Mechanics, 2006, 46(1):57-66. http://www.wanfangdata.com.cn/details/detail.do?_type=perio&id=75622b631b76c151f639a5987ebdda7d
    TUTUMLUER E, HUANG H, HASHASH Y. Aggregate shape effects on ballast tamping and railroad track lateral stability[C]//AREMA Annual Conference. Loisville Kentucky: AREMA, 2006: 17-20.
    LEPEN L, BHANDARI A R, POWRIE W. Sleeper end resistance of ballasted railway tracks[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2014, 140(5):04014004. doi: 10.1061/(ASCE)GT.1943-5606.0001088
    ZAKERI J A, BAKHTIARY A. Comparing lateral resistance to different types of sleeper in ballasted railway tracks[J]. Scientia Iranica, 2014, 21(1):101-107. https://www.sid.ir/En/Journal/ViewPaper.aspx?ID=354659
    LEPEN L. Track behaviour: the importance of the sleeper to ballast interface[D]. Southampton: University of Southampton, 2008.
    PROFILLIDIS V, PONIRIDIS P. The mechanical behaviour of the sleeper-ballast interface[J]. Computers & Structures, 1986, 24(3):437-441. http://www.sciencedirect.com/science/article/pii/0045794986903214
    陈小平, 王平, 吕关仁.大型养路机械清筛和维修作业对道床阻力的影响[J].铁道标准设计, 2004, 47(4):90-92. doi: 10.3969/j.issn.1004-2954.2004.04.036
    ZHOU T Y, HU B, XU P, et al. Numerical study on the evolution of force Chain inside railway ballast under tamping operation[J]. Applied Mechanics & Materials, 2015, 724:275-278. http://www.scientific.net/AMM.724.275
    SADEGHI J M, BABAEE A. Structural optimization of B70 railway prestressed concrete sleepers[J]. Iranian Journal of Science & Technology Transaction B Engineering, 2006, 30(B4):461-473. https://www.sid.ir/en/journal/ViewPaper.aspx?FID=8542006b404
    HAYANO K, KOIKE Y, NAKAMURA T, et al. Effects of sleeper shape on lateral resistance of railway ballasted tracks[J]. Geotechnical Special Publication, 2014, 65(240):491-499. http://www.wanfangdata.com.cn/details/detail.do?_type=perio&id=CC0214516127
    杜香刚.重载铁路新型高稳定性预应力混凝土轨枕的研发[J].铁道建筑, 2016(3):113-117. doi: 10.3969/j.issn.1003-1995.2016.03.28

    DU Xianggang. Research and development of new-type prestressed concrete sleeper with high stability for heavy haul railway[J]. Railway Engineering, 2016(3):113-117. doi: 10.3969/j.issn.1003-1995.2016.03.28
    凌烈鹏, 冯毅杰, 李家林.异型玻璃钢轨枕的设计及应用[J].铁道建筑, 2012(7):112-114. doi: 10.3969/j.issn.1003-1995.2012.07-34

    LING Liepeng, FENG Yijie, LI Jialin. Design and application of shaped FRP sleeper[J]. Railway Engineering, 2012(7):112-114. doi: 10.3969/j.issn.1003-1995.2012.07-34
    AWAD Z K, YUSAF T. Fibre composite railway sleeper design by using FE approach and optimization techniques[J]. Structural Engineering and Mechanics, 2012, 41(2):231-242. doi: 10.12989/sem.2012.41.2.231
    HARRIS D K, LUTCH R H, AHLBORN T M, et al. Optimization of a prestressed concrete railroad crosstie for heavy-haul applications[J]. Journal of Transportation Engineering, 2010, 137(11):815-822. http://www.wanfangdata.com.cn/details/detail.do?_type=perio&id=4d0a4322a58085c91d4aeba5e0f1f156
    ZAKERI J A, MIRFATTAHI B, FAKHARI M. Lateral resistance of railway track with frictional sleepers[J]. Transport, 2012, 165(2):151-155.
    MONTALBÁN DOMINGO L, REAL HERRAIZ J I, ZAMORANO C, et al. Design of a new high lateral resistance sleeper and performance comparison with conventional sleepers in a curved railway track by means of finite element models[J]. Latin American Journal of Solids and Structures, 2014, 11(7):1238-1250. doi: 10.1590/S1679-78252014000700009
    WOLF H E. Flexural behavior of prestressed concrete monoblock crossties[D]. Urbana: University of Illinois at Urbana-Champaign, 2015.
    LE PEN L M, POWRIE W. Contribution of base, crib, and shoulder ballast to the lateral sliding resistance of railway track:a geotechnical perspective[J]. Proceedings of the Institution of Mechanical Engineers, Part F:Journal of Rail and Rapid Transit, 2011, 225(2):113-128. doi: 10.1177/0954409710397094
    LICHTBERGER B. The lateral resistance of the track (part 2)[J]. European Railway Review, 2007:1-7.
    中华人民共和国铁道部.高速铁路有砟轨道线路维修规则(试行)[M].北京:中国铁道出版社, 2013:9-10.
    高亮, 谷爱军.道床阻力测试方法的新探讨[J].北方交通大学学报, 1999, 23(4):91-95. http://d.old.wanfangdata.com.cn/Periodical/bfjtdxxb199904022

    GAO Liang, GU Aijun. Discussion on the new testing method of ballast resistance[J]. Journal of Northern Jiaotong University, 1999, 23(4):91-95. http://d.old.wanfangdata.com.cn/Periodical/bfjtdxxb199904022
  • 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

    Figures(8)  / Tables(1)

    Article views(484) PDF downloads(84) Cited by()
    Proportional views
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return