考虑接触热阻的寒区隧道温度场半解析计算

    Semi-analytical calculation of tunnel temperature field in cold region considering contact thermal resistance

    • 摘要: 寒区隧道温度场的研究对于预防衬砌冻害、保障运营安全具有重要意义,现有传热解析中往往忽略模型的层间接触热阻,未完全反映工程真实传热规律。为此,建立了适用于任意层环状介质、任意时变边界且考虑接触热阻的瞬态传热模型,并基于拉普拉斯变换、传递矩阵法等方法求解得到温度场时空分布的半解析解。将数学模型给出的零度等温面视为冻结半径计算其时变规律,并通过有限元数值模拟与现场监测反演结果对半解析解的准确性开展验证。结果表明,接触热阻导致冻结半径曲线于层间界面出现斜率突变并降低结构的传热效率,忽略接触热阻将导致高估支护-围岩体系的传热能力。参数分析发现,最大冻结半径对年温度振幅与保温层厚度等参数更为敏感,但接触热阻参数的影响仍具有工程意义,不宜在传热计算中忽略。研究结果可为寒区隧道保温结构的精细化抗冻设计提供理论指导。

       

      Abstract: Tunnel temperature fields in cold regions are critical for preventing lining frost damage and ensuring safe operation. Existing analytical heat-transfer models often neglect contact thermal resistance in multilayer support systems. This study develops a transient heat-transfer model for multilayer annular media with arbitrary layers under time-varying boundary conditions, incorporating contact thermal resistance. A semi-analytical solution is obtained using the Laplace transform and transfer-matrix method. The 0 °C isotherm is taken as the freezing radius, and the proposed solution is validated against finite-element simulations and field monitoring data. Results show that contact thermal resistance causes slope changes in the freezing-radius curve at layer interfaces, and neglecting it would overestimate the heat-transfer capacity of the tunnel insulation system. Sensitivity analysis indicates that the maximum freezing radius is most sensitive to air-temperature amplitude and insulation thickness, while contact thermal resistance remains non-negligible for engineering design. Results can provide theoretical guidance for the refined frost resistance design of tunnel insulation structures in cold regions.

       

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