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A New Reliability Analysis Model of the Chegongzhuang Heat-Supplying Tunnel Structure Considering the Coupling of Pipeline Thrust and Thermal Effect

机译:考虑管道推力和热效应的耦合,Chegongzhuang热供应隧道结构的新可靠性分析模型

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摘要

Based on the operating Chegongzhuang heat-supplying tunnel in Beijing, the reliability of its lining structure under the action of large thrust and thermal effect is studied. According to the characteristics of a heat-supplying tunnel service, a three-dimensional numerical analysis model was established based on the mechanical tests on the in-situ specimens. The stress and strain of the tunnel structure were obtained before and after the operation. Compared with the field monitoring data, the rationality of the model was verified. After extracting the internal force of the lining structure, the improved method of subset simulation was proposed as the performance function to calculate the reliability of the main control section of the tunnel. In contrast to the traditional calculation method, the analytic relationship between the sample numbers in the subset simulation method and Monte Carlo method was given. The results indicate that the lining structure is greatly influenced by coupling in the range of six meters from the fixed brackets, especially the tunnel floor. The improved subset simulation method can greatly save computation time and improve computational efficiency under the premise of ensuring the accuracy of calculation. It is suitable for the reliability calculation of tunnel engineering, because “the lower the probability, the more efficient the calculation.”
机译:基于在北京操作车公庄供热隧道,大推力和热效应的作用下,它的衬里结构的可靠性进行了研究。根据本发明的供热隧道服务的特性,三维数值分析模型,基于在原位标本机械试验建立。前和操作后获得的隧道结构的应力和应变。与现场监测数据相比,该模型的合理性进行了验证。提取内衬结构的内力后,子集仿真的改进的方法,提出了作为性能函数来计算隧道的主控制部的可靠性。与此相反的传统计算方法中,被赋予了所述子集仿真方法和蒙特卡罗方法样本数之间的关系的分析。结果表明,所述内衬结构极大地受到在从固定托架6米,特别是隧道地板的范围内耦合的影响。改进的子集模拟方法可以大大节省计算时间和保证计算精度的前提下,提高计算效率。它适用于隧道工程的可靠性的计算,因为“降低的概率,更有效的计算。”

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