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

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
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