JOURNAL OF SHANDONG UNIVERSITY (ENGINEERING SCIENCE) ›› 2014, Vol. 44 ›› Issue (5): 49-57.doi: 10.6040/j.issn.1672-3961.0.2014.156

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Dynamic interaction and damage analysis of large runaway vehicle and tunnel lining

GAO Zhijun1, CUI Xinzhuang1, SUI Wei1, GUO Hong2, LIU Hang2, LI Changyi2, FENG Hongbo2   

  1. 1. School of Civil Engineering, Shandong University, Jinan 250061, Shandong, China;
    2. Shandong High Speed Stock Limited Company, Jinan 250014, Shandong, China
  • Received:2014-06-11 Revised:2014-09-24 Published:2014-06-11

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Abstract: Based on dynamic finite element method, the dynamic interaction under different crash conditions between the tunnel lining and large vehicle and the dynamic response of them were studied. The results showed that in the same collision angle, the tensile damage value of the tunnel lining increased with the vehicles speeding up, and with the collision angle increasing at the same velocity. In addition, the increasing of the velocity and the angle of crash produced higher acceleration to the passengers, which meant a worse damage. Numerical simulation was carried out for an accident occurred in the Panlong Tunnel on the Jingfu Expressway (2009), and the results of the simulation was highly consistent with the appearance of the tunnel lining after the accident and the ultrasonic test image. The permeability coefficient of the concrete in the damage areas increased apparently, which led to a higher probability of water leakage for the tunnel lining.

Key words: casualties, runaway vehicle, tunnel lining, collision, numerical simulation, dynamic damage of concrete

CLC Number: 

  • TU473.1
[1] 毛雯丽.桥梁钢护栏防撞性能有限元分析[J].浙江交通职业技术学院学报, 2011, 12(4):14-18.MAO Liwen.Finite Element Analysis on capability of bridge steel guardrail[J].Journal of Zhejiang Institute of Communications, 2011, 12(4):14-18.
[2] 王少飞, 陈建忠, 涂耘.公路隧道的交通特点研究[J].道路交通与安全, 2009,9(1):36-40.WANG Shaofei, CHEN Jianzhong, TU Yun.Study on traffic characteristics of highway tunnel[J].Road Traffic and Safety, 2009, 9(1):36-40.
[3] 王永东.公路隧道运营安全技术研究[D].西安: 长安大学, 2007.WANG Yongdong.Study on safety technology of highway tunnel operation[D].Xian: Changan University, 2007.
[4] 刘伟,袁学勘.欧洲公路隧道营运安全技术的启示[J].现代隧道技术, 2001,38(1):10-16.LIU Wei, YUAN Xuekan.Technology of highway tunnel operation safety of european enlightenment[J].Modern Tunneling Technology, 2001, 38(1):10-16.
[5] 马壮林.高速公路隧道交通事故分析及预防对策[D].西安:长安大学, 2006.MA Zhuanglin.Analysis and preventive countermeasures of traffic accidents on expressway tunnel[D].Xian:Changan University, 2006.
[6] 王少飞,林志,陈建忠,等.山区高速公路隧道交通安全问题探讨[J].公路交通技术, 2009(6):137-143.WANG Shaofei, LIN Zhi, CHEN Jianzhong, et al.Discussion on the traffic safety of highway tunnel in mountain area[J].Technology of Highway and Transport, 2009(6):137-143.
[7] 王辉,刘浩学,赵炜华,等.公路隧道环境中交通事故特征分析[J].道路交通与安全, 2009(1):36-40.WANG Hui, LIU Haoxue, ZHAO Weihua, et al.The characteristics of the traffic accidents in road tunnel environment[J].Road Traffic and Safety, 2009(1):36-40.
[8] 刁子琦,方择,谷雨珊.公路隧道事故原因分析[J].价值工程, 2012(3):60-60.DIAO Ziqi, FANG Ze, GU Yushan.Analysis of the causes of accidents in highway tunnel[J].Value Engineering, 2012(3):60-60.
[9] 王振信.公路隧道安全问题初探[J].地下工程与隧道, 2003(1):1-5.WANG Zhenxin.Safety analysis of road tunnels[J].Underground Engineering and Tunnels, 2003(1):1-5.
[10] 冯浩.在役城市公路隧道的事故及风险识别[D].重庆: 重庆大学, 2007.FENG Hao.In the existing city highway tunnel accidents and risk identification[D].Chongqing: Chongqing University, 2007.
[11] 倪洪亮,戴忧华,赵庆鑫.高速公路事故分布研究[J].公路, 2010(4):126-129.NI Hongliang, DAI Youhua, ZHAO Qingxin.Study on the distribution of highway accidents[J].Higway, 2010(4):126-129.
[12] 黄永平.汽车碰撞安全[M].北京: 清华大学出版社, 1999.HUANG Yongping.Automotive crash safety[M].Beijing: Qinghua University Press, 1999.
[13] 吴德兴,李伟平,郑国平.浙江省高速公路隧道事故的调查分析及对策研究[J].公路, 2011(8):312-316.WU Dexing, LI Weiping, ZHENG Guoping.Survey analysis and countermeasure researh on traffic and fire accidents in expressway tunnels of zhejiang Provice[J].Higway, 2011(8):312-316.
[14] FU C C, BURHOUSE J R, CHANG J L.Overheight vehicle collisions with highway bridges[J].Journal of Transportation Research Record, 2007, 1865(1): 80-88.
[15] RUSSO F M, WIPF T, KLAIBER F W.Diagnostic load tests of a prestressed concrete bridge damage by overheight vehicle impact[J].Journal of Transportation Research Record, 2007, 1865(3): 103-110.
[16] DANIEL M D, ALAN K.Precast concrete barrier crash testing[R].USA: Oregon Department of Transportation ＆ Federal Highway Administration, 2001.
[17] WHITWORTH H A, BENDIDI R, MARZOUGUI D, et al.Finite element modeling of the crash performance of roadside barriers[M].Britain: Woodhead Publishing, 2003.
[18] 张剑英.东海大桥防撞护栏结构设计研究[D].上海: 同济大学, 2004.ZHANG Jianying Research on the design of crashworthy guardrail structure of Donghai Bridge[D].Shanghai: Tongji University, 2004.
[19] 陈权.半刚性护栏防碰撞性能数值计算分析[D].上海: 同济大学, 2004.CHEN Quan.Calculation and analysis of crashworthiness guardrail plates[D].Shanghai: Tongji University, 2004.
[20] 李海侠.公路三波形梁钢护栏尺寸的优化研究[D].长沙:长沙理工大学, 2004.LI Haixia.Study on optimization of highway of three beam guardrail[D].Changsha: Changsha University of Technology, 2004.
[21] 闫东明.混凝土动态力学性能试验与理论研究[D].大连:大连理工大学, 2006.YAN Dongming.Study of dynamic mechanical properties and theory of concrete[D].Dalian: Dalian University of Technology, 2006.
[22] 中华人民共和国交通部.JTG/TF83-01—2004 中国高速公路护栏安全性能评价标准[S].北京: 人民交通出版社, 2004.Ministry of Communications of the Peoples Republic of China.JTG/TF83-01—2004 Evaluation of highway guardrail Chinese standard[S].Beijing: People Transport Press, 2004.
[23] 商涛平,童寿兴,王新友.混凝土表面损伤层厚度的超声波检测方法研究[J].无损检测, 2002, 24(9): 373-385.SHANG Taoping, TONG Shouxing, WANG Xinyou.Study on the method of ultrasonic testing of the thickness of concrete surface damage[J].Nondestructive Testing, 2002, 24(9): 373-385.
[24] 崔新壮,金青,张娜,等.损伤沥青混合料渗透性模型与水稳定性试验[J].中国公路学报, 2014, 27(3): 1-10.CUI Xinzhuang, JIN Qing, ZHANG Na, et al.Experiment on permeability model and water stability of damaged asphalt mixture[J].China Journal of Highway and Transport, 2014, 27(3): 1-10
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