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三面火灾作用下方钢管混凝土柱温度场研究
引用本文:杨华,张素梅,王玉银.三面火灾作用下方钢管混凝土柱温度场研究[J].哈尔滨工业大学学报,2007,39(2):216-219.
作者姓名:杨华  张素梅  王玉银
作者单位:哈尔滨工业大学,土木工程学院,哈尔滨,150090
摘    要:为研究三面火灾作用下方钢管混凝土柱抗火性能,分析了三面受火的方钢管混凝土柱截面温度分布,并与以往试验结果进行对比,理论分析结果与试验结果吻合良好.在此基础上,对三面火灾和四面火灾作用下方钢管混凝土柱截面温度分布形式进行对比,分析了升温时间、截面边长、含钢率、保护层类型及厚度的影响规律.分析结果表明,升温时间、截面边长、保护层类型及厚度是三面火灾作用下方钢管混凝土柱截面温度场的主要影响参数.

关 键 词:三面火灾  温度场  方钢管混凝土  传热  
文章编号:0367-6234(2007)02-0216-04
修稿时间:2005-03-24

Temperature distribution in concrete-filled steel tubes with rectangular cross section under three- side fire
YANG Hua,ZHANG Su-mei,WANG Yu-yin.Temperature distribution in concrete-filled steel tubes with rectangular cross section under three- side fire[J].Journal of Harbin Institute of Technology,2007,39(2):216-219.
Authors:YANG Hua  ZHANG Su-mei  WANG Yu-yin
Affiliation:School of Civil Engineering;Harbin Institute of Technology;Harbin 150090;China
Abstract:To study the fire resistance behaviour of concrete-filled steel tubes(CFST) under three-side fire,a finite element model predicting the cross-sectional temperature distribution of CFST is developed using ANSYS.The predicted temperature distribution is in good agreement with the test results.Furthermore,comparisons are made between the temperature distribution of columns heated on three sides and four sides.Based on the FE model,a developed parametric analysis is undertaken,in which time,cross-sectional dime...
Keywords:three-side fire  temperature distribution  concrete-filled steel tube with rectangular section  heat transfer  
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