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首页> 外文期刊>Applied thermal engineering: Design, processes, equipment, economics >Experimental and numerical analysis of the critical heating strategy for hydronic heated snow melting airfield runway
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Experimental and numerical analysis of the critical heating strategy for hydronic heated snow melting airfield runway

机译:氢化雪熔炉迁移场临界热策略的实验与数值分析

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摘要

Hydronic heated technology is an efficient and controllable method for airfield-runway snow removal. The heating strategy plays an important role in the application process. Nowadays, the users only consider the snow melting performance of pavement to determine the heating strategy, however the thermal stress of pavement is another considerable but missing aspect for the design of hydronic heated snow melting pavement. This paper investigated the thermal strain distribution of hydronic pavement through the digital-image-correlation and fiber Bragg grating strain sensors in a full-scale field experimental system. Thereafter, the thermal stress field of hydronic heated pavement was analyzed by a two-dimensional numerical model which contains the pavement temperature, thermal strain, and thermal stress distribution. Model validation results indicated that pavement temperature and thermal strain distribution between the experiment and the model were in good agreement. Numerical results showed that the remarkable compressive stress was observed near the hydronic pipe, and the maximum tensile stress appeared in the midpoint between two pipes at the depth of the pipes. The maximum thermal stress of pavement increased with fluid temperature but decreased with air temperature. The comparison results between the maximum thermal stress and mechanical strength of pavement show that the critical heating temperature increased with air temperature. The critical fluid temperature degrees C = 73 degrees C + 1.17 x ambient air temperature degrees C. The obtained results could ensure the security of hydronic heated snow-melting airfield-runway.
机译:水力加热技术是机场跑道雪移除的有效可控的方法。加热策略在应用程序过程中起着重要作用。如今,用户仅考虑路面的雪熔化性能以确定加热策略,但是路面的热应力是氢化加热雪熔化路面设计的另一个相当大但缺失的方面。本文研究了全尺度场实验系统中数码图像相关性和光纤布拉格光栅应变传感器的水力路面的热应变分布。此后,通过含有路面温度,热应变和热应力分布的二维数值模型分析了氢化加热路面的热应力场。模型验证结果表明,实验与模型之间的路面温度和热应变分布非常一致。数值结果表明,在氢管附近观察到显着的压缩应力,并且在管道深度的两个管道之间的中点中出现了最大拉伸应力。路面的最大热应力随液体温度而增加,但随着空气温度降低。路面的最大热应力和机械强度之间的比较结果表明,临界加热温度随空气温度而增加。临界流体温度℃= 73摄氏度C + 1.17×环境空气温度C.获得的结果可以确保水力加热的雪熔化机场的安全性。

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