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Volume 54 Issue 1
Feb.  2019
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Journal of Southwest Jiaotong University  > 2019  >  54(1): 23-31, 38.
YAN Qixiang, LI Binjia, CHEN Hang, ZHANG Weilie, DENG Zhixin. Failure and Parametric Analysis of Shield Tunnel Bolts under Impact Load[J]. Journal of Southwest Jiaotong University, 2019, 54(1): 23-31, 38. doi: 10.3969/j.issn.0258-2724.20160637
Citation: YAN Qixiang, LI Binjia, CHEN Hang, ZHANG Weilie, DENG Zhixin. Failure and Parametric Analysis of Shield Tunnel Bolts under Impact Load[J]. Journal of Southwest Jiaotong University, 2019, 54(1): 23-31, 38. doi: 10.3969/j.issn.0258-2724.20160637
shu

Failure and Parametric Analysis of Shield Tunnel Bolts under Impact Load

doi: 10.3969/j.issn.0258-2724.20160637
  • Received Date: 26 Jul 2016
  • Rev Recd Date: 11 Dec 2017
    • Available Online: 06 Mar 2018
  • Publish Date: 01 Feb 2019
    Abstract
  • In order to study the influence of bolt parameters on bolt failures and segments when a derailed high-speed train impacts a shield tunnel, a numerical model of division assembling the segmental lining of a shield tunnel was established using the finite element software ABAQUS. The contact effect of joint concrete and the connecting effect of joint bolts were simulated approximately by the contact element and the connector element, the latter of which characterises the tensile, shear and flexural stiffness. The failure of bolts with different diameters and strengths was investigated using the impact load curve of a train with speed of 200 km/h and oblique angle of 12.5°. The results show that joint bolts mainly underwent tensile failure and shear failure, and the tension and shear forces of the bolt decreased to zero after the failure. Bolt failures generally appeared in succession according to the direction of train travel. Tensile failure usually occurred at the rear longitudinal bolt of the impacted segment, while shear failure usually occurred at the circumferential bolt and the front longitudinal bolt of the impacted segment. The failure time of the bolt was delayed as the bolt strength grade or diameter increased. The maximum displacement of the impacted segments under different bolt parameters was approximately 6 cm. Increasing the strength grade and the diameter of the bolt would reduce the area and the maximum value of the final displacement of the impacted segment. However, the reduction of the maximum value of the final displacement was within 10%, which means that changing the parameters of the bolt cannot significantly reduce the final displacement of the segment.

     

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  • 叶飞,朱合华,丁文其. 基于螺栓接头受力性能的盾尾注浆压力控制[J]. 同济大学学报 (自然科学版),2009,37(3): 312-316

    YE Fei, ZHU Hehua, DING Wenqi. Pressure control analysis based on mechanical properties of bolts during grouting at shield tail[J]. Journal of Tongji University (Natural Science), 2009, 37(3): 312-316
    LI Z, SOGA K, WANG F, et al. Behaviour of cast-iron tunnel segmental joint from the 3D FE analyses and development of a new bolt-spring model[J]. Tunneling and Underground Space Technology, 2014, 41: 176-192 doi: 10.1016/j.tust.2013.12.012
    WANG L Z, WANG Z, LI L L, et al. Construction behavior simulation of a hydraulic tunnel during standpipe lifting[J]. Tunneling and Underground Space Technology, 2011, 26: 675-685
    卢岱岳,徐国文,王士民. 加卸载对盾构隧道材料损伤和结构特性的影响[J]. 西南交通大学学报,2017,52(6): 1104-1112

    LU Daiyue, XU Guowen, WANG Shimin. Effects of material damage and structural characteristics on tunnel shield during loading and unloading[J]. Journal of Southwest Jiaotong University, 2017, 52(6): 1104-1112
    田红旗. 客运列车耐冲击吸能车体设计方法[J]. 交通运输工程学报,2001,1(1): 110-114

    TIAN Hongqi. Crashworthy energy absorbing car-body design method for passenger train[J]. Journal of Traffic and Transportation Engineering, 2001, 1(1): 110-114
    谢素超,田红旗,姚松. 车辆吸能部件的碰撞实验与数值仿真[J]. 交通运输工程学报,2008,8(3): 1-5

    XIE Suchao, TIAN Hongqi, YAO Song. Impacting experiment and numerical simulation of energy-absorbing component of vehicles[J]. Journal of Traffic and Transportation Engineering, 2008, 8(3): 1-5
    高广军,田红旗,姚松,等. 列车多体耦合撞击分析[J]. 中国铁道科学,2005,26(4): 93-97

    GAO Guangjun, TIAN Hongqi, YAO Song, et al. Multi-car coupling collision analysis[J]. China Railway Science, 2005, 26(4): 93-97
    肖守讷,张志新,阳光武,等. 列车碰撞仿真中钩缓装置模拟方法[J]. 西南交通大学学报,2014,49(5): 831-836

    XIAO Shouna, ZHANG Zhixin, YANG Guangwu, et al. Simulation method for couplers and buffers in train collision calculations[J]. Journal of Southwest Jiaotong University, 2014, 49(5): 831-836
    丁叁叁,李强,卢毓江,等. 防爬吸能装置的碰撞动力学性能[J]. 西南交通大学学报,2015,50(4): 732-739

    DING Sansan, LI Qiang, LU Yujiang, et al. Dynamic performance of anti-climber device for trains in crash[J]. Journal of Southwest Jiaotong University, 2015, 50(4): 732-739
    赵雅娜, 刘艳辉, 赵世春. 高速脱轨列车作用下铁路客站结构反应分析[J]. 建筑结构, 2012, 42（增刊1）: 242-245

    ZHAO Yana, LIU Yanhui, ZHAO Shichun. Reactions of railway-station under the impact of derailed high-speed train[J]. Building Structure, 2012, 42（S1）: 242-245
    谢素明,兆文忠,闫雪冬. 高速车辆大变形碰撞仿真基本原理及应用研究[J]. 铁道车辆,2001,39(8): 1-4

    XIE Suming, ZHAO Wenzhong, YAN Xuedong. Fundamental principles and application research on simulation of collision with large deformation of high speed cars[J]. Rolling Stock, 2001, 39(8): 1-4
    陈秉智, 张向海, 马纪军等. 高速动车组被动安全性和耐撞性研究[J]. 计算力学学报, 2011, 28（增刊1）: 152-158

    CHENU Bingzhi, ZHANG Xianghai, MA Jijun, et al. High-speed EMUs passive safety and crashworthiness study[J]. Chinese Journal of Computational Mechanics, 2011, 28（S1）: 152-158
    晏启祥,李彬,张蒙,等. 列车撞击荷载的有限元数值分析[J]. 西南交通大学学报,2016,51(1): 1-7

    YAN Qixiang, LI Bin, ZHANG Meng, et al. Numerical analysis of train impact load with finite element method[J]. Journal of Southwest Jiaotong University, 2016, 51(1): 1-7
    艾辉军,彭立敏,施成华. 基于三维非连续接触模型的管片接头静动力特性分析[J]. 岩土工程学报,2013,35(11): 2023-2029

    AI Huijun, PENG Limin, SHI Chenghua. Static and dynamic characteristic analysis of segment joints based on three-dimensional discontinuous contact model[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(11): 2023-2029
    李宇杰,何平,秦东平. 盾构隧道管片纵缝错台的影响分析[J]. 工程力学,2012,29(11): 277-282

    LI Yujie, HE Ping, QIN Dongping. Influence analysis on longitudinal dislocation for shield tunnel segment[J]. Engineering Mechanics, 2012, 29(11): 277-282
    Working Group on General Approaches to the Design of Tunnels. Guidelines for the design of the shield tunnel lining[J]. Tunnelling and Underground Space Technology, 2000(3): 303-331
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