Volume 21 Issue 2
Aug.  2021
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ZHOU Zhi-hui, LIU Rui-tao, ZHU Zhi-hui, GONG Wei, YU Zhi-wu. Train passing analysis on large-span railway suspension bridge based on ANSYS-MATLAB co-simulation[J]. Journal of Traffic and Transportation Engineering, 2021, 21(2): 117-128. doi: 10.19818/j.cnki.1671-1637.2021.02.010
Citation: ZHOU Zhi-hui, LIU Rui-tao, ZHU Zhi-hui, GONG Wei, YU Zhi-wu. Train passing analysis on large-span railway suspension bridge based on ANSYS-MATLAB co-simulation[J]. Journal of Traffic and Transportation Engineering, 2021, 21(2): 117-128. doi: 10.19818/j.cnki.1671-1637.2021.02.010

Train passing analysis on large-span railway suspension bridge based on ANSYS-MATLAB co-simulation

doi: 10.19818/j.cnki.1671-1637.2021.02.010
Funds:

National Natural Science Foundation of China 52078498

More Information
  • Author Bio:

    ZHOU Zhi-hui(1976-), male, associate professor, PhD, zzhyy@csu.edu.cn

  • Corresponding author: ZHU Zhi-hui(1979-), male, professor, PhD, zzhh0703@163.com
  • Received Date: 2020-10-03
  • Publish Date: 2021-04-01
  • To study the driving dynamics of large-span railway suspension bridges with complex structures and significant geometric nonlinearity, a train-track-bridge coupled vibration analysis method was introduced based on the real-time interacting ANSYS-MATLAB co-simulation. The refined finite element models of suspension bridge and track structure were established in ANSYS. The mass, damping, and stiffness matrices of train were assembled in MATLAB according to the multi-rigid-body dynamics theory, and the dynamic differential equation coefficient matrices of track structure were exported to MATLAB. The dynamic differential equations of suspension bridge subsystem and track-train subsystem were established separately. Then, based on the multi-time-step strategy, the vibration responses of suspension bridge subsystem were calculated by considering the geometric stiffness of main cables and updating the stiffness matrices of structure in ANSYS with coarse time steps. The dynamic responses of track-train subsystem were calculated by considering the wheel-rail spatial contact relationship and applying track irregularities in MATLAB with fine time steps. The coupling solution between subsystems was realized via the real-time data exchange between ANSYS and MATLAB. The method was verified by analyzing the test data of a railway simply supported beam bridge with single span. The co-simulation method was applied to a 660 m-long railway suspension bridge to analyze the driving dynamics. Analysis result shows that the dynamic responses of bridge tend to increase and the driving safety and stability tend to deteriorate as the speed of train increases. The suspension bridge design can fulfil the safety requirements when the train speed does not exceed 180 km·h-1. Under the train dynamic loads, neglecting the geometric stiffness of suspension bridge results in an calculation error of 7.4% in the midspan vertical displacement. Considering the geometric stiffness without updating the bridge stiffness matrix leads to a calculation error less than 1% for the bridge and train responses. The results satisfy the required calculation accuracy. Therefore, the proposed co-simulation method can be used to analyze the driving dynamics of large-span flexible railway bridges. 4 tabs, 14 figs, 31 refs.

     

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  • [1]
    CHEN Liang-jiang, ZHOU Yong-zheng. Development and practice of high-speed railway bridge technology in China[J]. High Speed Railway Technology, 2020, 11(2): 27-32. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-GSTL202002006.htm
    [2]
    LI Ying-jiu. Current situation and expectation of construction technology for HSR suspension bridge with kilometers span[J]. China Railway, 2019(9): 1-8. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-TLZG201909001.htm
    [3]
    LI Yong-le, CAI Xian-tang, AN Wei-sheng, et al. Study on the sensitivity of the structural stiffness of long-span railway suspension bridge[J]. China Railway Science, 2011, 32(4): 24-30. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-ZGTK201104007.htm
    [4]
    SHEN Rui-li, ZHANG Dong, TANG Mao-lin. Discussion on rational stiffness index of long-span railway suspension bridge[C]//Chinese Society of Civil Engineering. Proceedings of 2012 National Bridge and Structure Academic Conference. Beijing: China Communications Press, 2012: 233-239. (in Chinese)
    [5]
    TANG He-qiang, XU Gong-yi, LIU Han-shun. Feasibility analysis of applying of suspension bridge type to railway bridges[J]. Bridge Construction, 2017, 47(2): 13-18. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-QLJS201702003.htm
    [6]
    ZHAI Wan-ming, HAN Zhao-ling, CHEN Zhao-wei, et al. Train-track-bridge dynamic interaction: a state-of-the-art review[J]. Vehicle System Dynamics, 2019, 57(7): 984-1027. doi: 10.1080/00423114.2019.1605085
    [7]
    ZHOU Zhi-hui, ZENG Qing-yuan. Computation and analysis of train derailment on bridge[J]. China Railway Science, 2004, 25(4): 47-50. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-ZGTK200404008.htm
    [8]
    DINH V N, KIM K D, WARNITCHAI P. Dynamic analysis of three-dimensional bridge-high-speed train interactions using a wheel-rail contact model[J]. Engineering Structures, 2009, 31(12): 3090-3106. doi: 10.1016/j.engstruct.2009.08.015
    [9]
    ANTOLÍN P, ZHANG Nan, GOICOLEA J M, et al. Consideration of nonlinear wheel-rail contact forces for dynamic vehicle-bridge interaction in high-speed railways[J]. Journal of Sound and Vibration, 2013, 332(5): 1231-1251. doi: 10.1016/j.jsv.2012.10.022
    [10]
    LI Q, XU Y L, WU D J, et al. Computer-aided nonlinear vehicle-bridge interaction analysis[J]. Journal of Vibration and Control, 2010, 16(12): 1791-1816. doi: 10.1177/1077546309341603
    [11]
    ZHAI Wan-ming. Two simple fast integration methods for large-scale dynamic problems in engineering[J]. International Journal for Numerical Methods in Engineering, 1996, 39(24): 4199-4214. doi: 10.1002/(SICI)1097-0207(19961230)39:24<4199::AID-NME39>3.0.CO;2-Y
    [12]
    ZHAI Wan-ming, XIA He, CAI Cheng-biao, et al. High-speed train-track-bridge dynamic interactions—Part Ⅰ: theoretical model and numerical simulation[J]. International Journal of Rail Transportation, 2013, 1(1/2): 3-24.
    [13]
    WU Ding-jun, LI Qi, CHEN Ai-rong. Numerical stability of iteration scheme for solution vehicle-bridge coupling vibration[J]. Chinese Quarterly of Mechanics, 2007, 28(3): 405-411. (in Chinese) doi: 10.3969/j.issn.0254-0053.2007.03.009
    [14]
    ZHU Zhi-hui, GONG Wei, WANG Li-dong, et al. An efficient multi-time-step method for train-track-bridge interaction[J]. Computers and Structures, 2018, 196: 36-48. doi: 10.1016/j.compstruc.2017.11.004
    [15]
    ZHANG Nan, XIA He. A vehicle-bridge interaction dynamic system analysis method based on inter-system iteration[J]. China Railway Science, 2013, 34(5): 32-38. (in Chinese) doi: 10.3969/j.issn.1001-4632.2013.05.06
    [16]
    YU Zhi-wu, MAO Jian-feng. Probability analysis of train-track-bridge interactions using a random wheel/rail contact model[J]. Engineering Structures, 2017, 144: 120-138. doi: 10.1016/j.engstruct.2017.04.038
    [17]
    XIA H, XU Y L, CHAN T H T. Dynamic interaction of long suspension bridges with running trains[J]. Journal of Sound and Vibration, 2000, 237(2): 263-280. doi: 10.1006/jsvi.2000.3027
    [18]
    GUO Xiang-rong, HE Wei, ZHU Zhi-hui, et al. Running safety of freight train passing long-span cable-stayed railway bridge under cross wind[J]. China Railway Science, 2016, 37(2): 41-47. (in Chinese) doi: 10.3969/j.issn.1001-4632.2016.02.06
    [19]
    HAN Yan, XIA He, GUO Wei-wei. Dynamic response of cable-stayed bridge to running trains and earthquakes[J]. Engineering Mechanics, 2006, 23(1): 93-98. (in Chinese) doi: 10.3969/j.issn.1000-4750.2006.01.018
    [20]
    GONG Wei, ZHU Zhi-hui, LIU Yu, et al. Running safety assessment of a train traversing a three-tower cable-stayed bridge under spatially varying ground motion[J]. Railway Engineering Science, 2020, 28(2): 184-198. doi: 10.1007/s40534-020-00209-8
    [21]
    ZHU Zhi-hui, GONG Wei, WANG Kun, et al. Dynamic effect of heavy-haul train on seismic response of railway cable-stayed bridge[J]. Journal of Central South University, 2020, 27(7): 1939-1955. doi: 10.1007/s11771-020-4421-z
    [22]
    LI Xiao-zhen, QIN Yu, LIU De-jun, et al. The safety control of train running on the Wufeng Mountain Yangtze River Bridge under crosswind[J]. Journal of Railway Engineering Society, 2018(7): 58-64. (in Chinese) doi: 10.3969/j.issn.1006-2106.2018.07.011
    [23]
    LEI Hu-jun, LIU Wei, HUANG Bing-kun. Running safety of high-speed railway kilometre-level suspension bridge under earthquake[J]. Journal of Vibration and Shock, 2020, 39(10): 249-255. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-ZDCJ202010035.htm
    [24]
    YAU J D. Dynamic response analysis of suspended beams subjected to moving vehicles and multiple support excitations[J]. Journal of Sound and Vibration, 2009, 325(4/5): 907-922. http://www.sciencedirect.com/science/article/pii/S0022460X09003216
    [25]
    XIE Kai-ze, ZHAO Wei-gang, CAI Xiao-pei, et al. Impacts of initial internal force and geometric nonlinearity of suspension bridge on bridge-rail interaction[J]. Journal of Traffic and Transportation Engineering, 2020, 20(1): 82-91. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-JYGC202001009.htm
    [26]
    ZHAI Wan-ming, CAI Cheng-biao, WANG Kai-yun. Mechanism and model of high-speed train-track-bridge dynamic interaction[J]. China Civil Engineering Journal, 2005, 38(11): 132-137. (in Chinese) doi: 10.3321/j.issn:1000-131X.2005.11.024
    [27]
    KALKER J J. On the rolling contact of two elastic bodies in the presence of dry friction[D]. Delt: Delt University of Technology, 1967.
    [28]
    VERMEULEN P J, JOHNSON K L. Contact of nonspherical elastic bodies transmitting tangential forces[J]. Journal of Applied Mechanics, 1964, 31(2): 338-340. doi: 10.1115/1.3629610
    [29]
    NOUR-OMID B, RANKIN C C. Finite rotation analysis and consistent linearization using projectors[J]. Computer Methods in Applied Mechanics and Engineering, 1991, 93(3): 353-384. doi: 10.1016/0045-7825(91)90248-5
    [30]
    ZHU Zhi-hui, GONG Wei, WANG Li-dong, et al. Efficient assessment of 3D train-track-bridge interaction combining multi-time-step method and moving track technique[J]. Engineering Structures, 2019, 183: 290-302. doi: 10.1016/j.engstruct.2019.01.036
    [31]
    YANG Hai-yang, ZHONG Tie-yi, XIA He. Seismic responses analysis of a railway suspension bridge under longitudinal non-uniform excitations[J]. Journal of Vibration and Shock, 2014, 33(22): 157-163. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-ZDCJ201422028.htm

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