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隧道衬砌温度应力的有限元分析

Finite Element Analyse for Temperature Stress of Tunnel Liner

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【作者】 边翔谢全敏丁保艳

【Author】 BIAN Xiang1,XIE Quan-min2,DING Bao-yan2(1. China Railway 4th Survey and Design Group Co LTD, Wuhan 430063, China;2. School of Civil Engineering & Architecture, Wuhan University of Technology, Wuhan 430070, China)

【机构】 中铁第四勘察设计院集团有限公司武汉理工大学土木工程与建筑学院武汉理工大学土木工程与建筑学院 武汉430063武汉430070

【摘要】 大温差变化对隧道衬砌受力的影响是隧道计算与设计中的一个问题。以武夷山隧道衬砌为例,考虑温度荷载影响,采用有限元法对隧道衬砌结构的变形和受力进行了计算分析,得到了温度应力影响下隧道衬砌和围岩的变形和受力一些规律,此结论可为考虑温度应力影响下隧道衬砌设计与施工提供一定参考价值。

【Abstract】 It’s not an ignoral problem that the effect of large temperature difference change on stress of tunnel liner during design and calculation of tunnel. As example of liner of Wuyishan tunnel, the finite element method was adopted to analyze the displacement and stress of tunnel liner structure considering effect of temperature load. A few characteristics of displacement and stress of liner and wall rock effect on temperature stress are obtained in this paper. The results of the paper could provide perference for designing and calculation of tunnel liner considered effect of temperature stress.

【关键词】 隧道衬砌温度应力有限元分析
【Key words】 tunnellinertemperature stressfinite element method
  • 【文献出处】 国外建材科技 ,Overseas Building Materials , 编辑部邮箱 ,2008年01期
  • 【分类号】U451.4
  • 【被引频次】17
  • 【下载频次】302
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