Numerical study on temperature distribution of tunnel structure in fires

被引:22
作者
Xu, Xin [1 ,2 ,3 ,4 ]
Zhu, Guoqing [1 ,3 ,4 ]
Zhang, Xiaojin [1 ,3 ,4 ]
Chai, Guoqiang [1 ,3 ,4 ]
Chu, Tianwei [1 ,3 ,4 ]
机构
[1] China Univ Min & Technol, Jiangsu Key Lab Fire Safety Urban Underground Spa, Xuzhou 221116, Jiangsu, Peoples R China
[2] Jiangsu Coll Safety Technol, Xuzhou 221116, Jiangsu, Peoples R China
[3] China Univ Min & Technol, Sch Safety Engn, Xuzhou 221116, Jiangsu, Peoples R China
[4] China Univ Min & Technol, Key Lab Gas & Fire Control Coal Mine, Xuzhou 221116, Jiangsu, Peoples R China
关键词
Tunnel fire; Temperature field; Transverse distribution; Longitudinal attenuation; SMOKE-TEMPERATURE; ROAD TUNNEL; MAXIMUM TEMPERATURE; SIMULATION; FLOW;
D O I
10.1016/j.csite.2021.100874
中图分类号
O414.1 [热力学];
学科分类号
摘要
A series of simulations with different heat release rates (HRRs) are conducted in a full-scale horseshoe-shaped tunnel model. Thermocouples are arranged in 21 cross-sections of the tunnel to obtain entire temperature field. The prediction formulas of the ceiling maximum temperature and the longitudinal temperature attenuation beneath the ceiling are obtained, which are consistent with the model of Albert and Gong. It is found that the dimensionless transverse temperature rise distribution under the semicircular ceiling conforms to the Boltzmann curve, but the coefficients of the fitting formula are different for the near field zone and the far field zone. Transverse temperature distribution in the sidewall part can be regarded as constant, which is equal to the temperature at the bottom of semicircular ceiling in most engineering applications. A prediction model is established to estimate the temperature of each position of tunnel structure. It provides a more accurate and detailed temperature field prediction method for tunnel fire prevention and structural damage research.
引用
收藏
页数:9
相关论文
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