MA Wei-hua, SONG Rong-rong, JIE Zhang-an, LUO Shi-hui. Influences of buffer impedance characteristics on dynamics performances for heavy haul train[J]. Journal of Traffic and Transportation Engineering, 2011, 11(2): 59-64. doi: 10.19818/j.cnki.1671-1637.2011.02.010
Citation: MA Wei-hua, SONG Rong-rong, JIE Zhang-an, LUO Shi-hui. Influences of buffer impedance characteristics on dynamics performances for heavy haul train[J]. Journal of Traffic and Transportation Engineering, 2011, 11(2): 59-64. doi: 10.19818/j.cnki.1671-1637.2011.02.010

Influences of buffer impedance characteristics on dynamics performances for heavy haul train

doi: 10.19818/j.cnki.1671-1637.2011.02.010
More Information
  • Author Bio:

    MA We-i hua (1979-), male, associate researcher, PhD, +86-28-87601973, maweihua2008@gmail.com

  • Received Date: 2010-11-29
  • Publish Date: 2011-04-25
  • The buffer characteristics of heavy haul train were studied, and the structures and working principles of elastic clay buffer and friction clay buffer were analyzed. On the basis of HXD1 type locomotive, 13A type coupler and two buffers, a dynamics model of 104 t grade traction train with four marshalling locomotives was established, and the influences of the static and dynamic impedance characteristics of two buffers on the dynamics performances of heavy haul train were researched. Simulation result indicates that when heavy haul train conducts cycle braking on long downgrade, the infinite static impedance characteristic of friction clay buffer is beneficial to play buffer action, and the stroke and capacity of friction clay buffer can keep 100% under the static pressure of 900 kN. Friction clay buffer also can satisfy the demand of further dynamic pressure of 1 000 kN, while the buffer stroke is no more than 20 mm. Under the compound effect of static pressure of 900 kN and dynamic pressure of 400 kN, the stroke of elastic clay buffer has reached 60 mm, so elastic clay buffer can't satisfy the demand of more greater impact pressure. On the aspect of dynamic impendence characteristic, two buffers all can satisfy the normal running demand of 104 t grade heavy haul train.

     

  • loading
  • [1]
    CHANG Chong-yi, WANG Cheng-guo, WANG Yong-fei, et al. Optimal analysis of the hysteretic characteristic curve for draft gear based on response surface method[J]. China Railway Science, 2007, 28 (6): 84-90. (in Chinese) doi: 10.3321/j.issn:1001-4632.2007.06.016
    [2]
    REN Yu-jun, CHEN Kai, SONG Guo-wen, et al. The analysis model selection of coupler draft gear for locomotive and rolling stock[J]. Rolling Stock, 2009, 47 (5): 1-7. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-TDCL200905000.htm
    [3]
    JIA Jiu-hong, HUA Hong-xing. Experimental research of a new silicon-based elastomer damper[J]. Noise and Vibration Control, 2010, 30 (1): 99-101. (in Chinese) doi: 10.3969/j.issn.1006-1355.2010.01.099
    [4]
    KAHLE V E. Failure Analysis of three reconditioned rail car couplers[J]. Journal of Failure Analysis and Prevention, 2006, 6 (4): 23-28. doi: 10.1361/154770206X117496
    [5]
    YANG Jun-jie, LIU Jian-xin, LUO Shi-hui, et al. Test study on stability control of locomotive coupler in heavy haul combined train[J]. Journal of Southwest Jiaotong University, 2009, 44 (6): 882-886. (in Chinese) doi: 10.3969/j.issn.0258-2724.2009.06.015
    [6]
    BELFORTE P, CHELI F, DIANA G, et al. Numerical and experimental approach for the evaluation of severe longitudinal dynamics of heavy freight trains[J]. Vehicle System Dynamics, 2008, 46 (S): 937-955.
    [7]
    COLE C, SUN Y Q. Simulated comparisons of wagon coupler systems in heavy haul trains[J]. Proceedings of the Institution of Mechanical Engineers, Part F: Journal of Rail and Rapid Transit, 2006, 220 (3): 247-256. doi: 10.1243/09544097JRRT35
    [8]
    GEIKE T. Understanding high coupler forces at metro vehicles[J]. Vehicle System Dynamics, 2007, 45 (4): 389-396. doi: 10.1080/00423110701215085
    [9]
    LI Rui-chun. Research on high-speedtrain and raising speedtrain vehicle hook buffer mechanism[J]. Railway Locomotive and Car, 2004, 24 (6): 15-21. (in Chinese) doi: 10.3969/j.issn.1008-7842.2004.06.003
    [10]
    MA Wei-hua, YANGJun-jie, LUO Shi-hui, et al. Study on the coupler stability of locomotive running SS3B on the longheavy down grade[J]. Journal of the China railway Society, 2010, 32 (2): 109-113. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-TDXB201002021.htm
    [11]
    WANG Kai-yun, ZHAI Wan-ming, FENG Quan-bao, et al. Effect of the coupler free angle on wheel/rail dynamic safety performance of heavy haul locomotive[J]. China Railway Science, 2009, 30 (6): 72-76. (in Chinese) doi: 10.3321/j.issn:1001-4632.2009.06.012
    [12]
    WANG Cheng-guo, MA Da-wei, WANG Xue-jun, et al. Research on structures and performances of heavy haul buffer by numerical simulation[J]. Railway Locomotive and Car, 2009, 29 (5): 1-4. (in Chinese) doi: 10.3969/j.issn.1007-6042.2009.05.001
    [13]
    YANG Jun-jie, CHANG Chong-yi, FENG Quan-bao, et al. Study on the key technical parameter of the locomotive draft gear in a heavy haul combined train[J]. China Railway Science, 2010, 31 (3): 76-81. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-ZGTK201003015.htm
    [14]
    LIU Ling. Failure and treat ment measure of HXD2 locomotive's big capacity buffer with coupler[J]. Railway Locomotive and Car, 2009, 29 (5): 66-68. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-TDJC200905021.htm
    [15]
    ZHOU Guang-qiang, YANG Li-na, YANG Ai-jun, et al. Research progress on characteristics of elastic rubber and its buffer[J]. Silicone Material, 2011, 25 (1): 40-43. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YJGC201101014.htm
    [16]
    COLE C. Heavy haul coal train dynamics simulation comparisons of the COAL link and central Queensland systems[J]. Foreign Rolling Stock, 2003, 40 (2): 33-39. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-GWTD200302008.htm

Catalog

    Article Metrics

    Article views (1224) PDF downloads(620) Cited by()
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return