期刊
TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY
卷 95, 期 -, 页码 -出版社
PERGAMON-ELSEVIER SCIENCE LTD
DOI: 10.1016/j.tust.2019.103142
关键词
Tunnel segment; Fire; Multi-layer model; Fire pretection design
资金
- National Natural Science Foundation of China [51578410, 51478345]
- Shanghai Natural Science Foundation [17DZ1203804]
- Research Fund of State Key Laboratory for Disaster Reduction in Civil Engineering [SLDRCE19-A-14]
- Project Group of Jinan Yellow River Tunnel Research, China
For a shield tunnel structure in fire, the thermal-mechanical behavior of tunnel lining segments plays a key role in determining the failure process. Due to the restriction at the segment ends, secondary stress will be induced, and this is particularly the case when the temperature distribution is non-uniform over the cross-section, thus further worsening the adverse effect on the structure. Existing studies on the thermal-mechanical behavior of tunnel lining have mainly focued on the complex nonlinear and non-elastic behavior of the concrete, whereas little attention has been paid to the application in engineering. In this study, a multilayer thermo-elastic damage model is proposed to analyze the bending behavior of the tunnel lining segment exposed to high temperature. The temperature distribution on the cross-section is described by a piecewise function. The contributions of the concrete and bolts are modelled equivalently by a set of springs. A multi-scale thermal damage model is introduced to describe the damage evolution of concrete with temperature. Various boundary conditions, including a statically determinate segment, a statically indeterminate segment with two hinged ends and a segment with two fixed ends, are considered. To verify the analytical model, four-point bending tests have been conducted with reduced-scale specimens. Test results indicate that this multilayer model can well predict the response of the tunnel lining segment under or after high temperature. The model is suitable in the fire protection design of the tunnel lining segment.
作者
我是这篇论文的作者
点击您的名字以认领此论文并将其添加到您的个人资料中。
推荐
暂无数据