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盾构隧道管片接头在内爆炸作用下的动力反应

Analysis on Dynamic Response of a Shield Tunnel Under Internal Explosion Loading

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【作者】 邬玉斌刘如山田志敏

【Author】 WU Yu-bin1,Liu Ru-shan2,TIAN Zhi-min2,3(1.Beijing Municipal Institute of Labour Protection,Beijing 100054,China; 2.Institute of Engineering Mechanics of the China Earthquake Administration,Harbin 150080,China; 3.The Forth Engineer Scientific Research Institute of the Headquarters of the General Staff,Beijing 100850,China)

【机构】 北京市劳动保护科学研究所中国地震局工程力学研究所总参工程兵科研四所

【摘要】 为了研究盾构隧道管片接头在内爆炸作用下的动力反应特点,基于显式动力分析软件LS-DYNA程序,以典型地铁区间盾构隧道为例,建立了考虑管片-管片、管片-螺栓及管片与周围土体界面接触效应的三维计算模型,研究了盾构隧道在内爆炸冲击荷载作用下的破坏机理,揭示了管片和连接螺栓的破坏特征。计算结果表明,提高连接螺栓强度和延性可改善盾构隧道的抗爆特性。

【Abstract】 In order to study the dynamic response characteristics of segment joint of shield tunnel under internal explosion loading, a three dimensional FEM model of dynamic response of a typical metro running shield tunnel is proposed.This model can simulate the contact effects of segment-segment,segment-bolt and segment-soil based on the nonlinear dynamic analysis software LS-DYNA.The failure mechanism of a shield tunnel under internal explosion loading is analyzed and the failure characteristics of segment and bolt are revealed.The analysis results show that the blast-resistant characteristics of shield tunnel can be improved by enhancing bolt strength and tenacity.

【基金】 国家重点基础研究发展计划(973项目)(2007CB714203)
  • 【文献出处】 武汉理工大学学报 ,Journal of Wuhan University of Technology , 编辑部邮箱 ,2011年07期
  • 【分类号】U455.43
  • 【被引频次】7
  • 【下载频次】157
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