Heating Mechanism of Double Tubular Steel Columns Part 2 Numerical Analysis and Comparison with the Experimental Results

T. Wakamatsu, Seiji Okinaga, M. Mizuno, T. Wakamatsu
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Abstract

As shown in Figure 1, the initial condition of the method was that the heating temperature T0 (fire room) was 20°C and the temperatures of the gaps inside the steel tubes (T3 and T6 ) were 20°C. The coefficients of heat transfer H1 , H2 , H3 , H4 and H5 (W/m2K) were given as follows. Here, H1 , H2 , H3 and H4 were the coefficients of heat transfer for the external surface of the outside steel tube, the internal surface of the outside steel tube, the external surface of the inside steel tube and the internal surface of the inside steel tube respectively. And H5 was the coefficients of radiative heat transfer between the internal surface of the outside steel tube and the external surface of the internal surface of the inside steel tube.
双钢管柱加热机理第二部分:数值分析及与试验结果的比较
如图1所示,该方法的初始条件为加热温度T0(消防室)为20℃,钢管内部空隙(T3和T6)温度为20℃。换热系数H1、H2、H3、H4、H5 (W/m2K)分别为:式中,H1、H2、H3、H4分别为外钢管外表面、外钢管内表面、内钢管内表面的换热系数。H5为外钢管内表面与内钢管内表面的外表面之间的辐射换热系数。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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