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火灾下钢梁温度场模拟及实验验证
引用本文:杨秀萍,张怀章,王兴武,郝淑英. 火灾下钢梁温度场模拟及实验验证[J]. 天津理工大学学报, 2006, 22(2): 1-4
作者姓名:杨秀萍  张怀章  王兴武  郝淑英
作者单位:1. 天津理工大学,机械工程学院,天津,300191;中国科技大学,火灾科学国家重点实验室,合肥,230026
2. 天津理工大学,机械工程学院,天津,300191
基金项目:国家重点实验室基金;天津市高等学校科技发展基金
摘    要:对钢结构进行抗火设计时,需要对钢构件进行温升计算.对于重型钢构件或构件不均匀受火作用以及构件表面保护层不同时,其截面温度分布很不均匀,温差将对构件截面内的应力场产生很大影响,因而也就影响到构件和这个结构在火灾下的反应.由于构件截面边界形状复杂,且火灾升温函数任意

关 键 词:钢梁  有限元法  火灾  温度场
文章编号:1673-095X(2006)02-0001-04
收稿时间:2005-05-11
修稿时间:2005-05-11

Simulation of temperature distribution of steel beam in fire and experimental verification
YANG Xiu-ping,ZHANG Huai-zhang,WANG Xing-wu,HAO Shu-ying. Simulation of temperature distribution of steel beam in fire and experimental verification[J]. Journal of Tianjin University of Technology, 2006, 22(2): 1-4
Authors:YANG Xiu-ping  ZHANG Huai-zhang  WANG Xing-wu  HAO Shu-ying
Abstract:Finite element method is used in the temperature distribution analysis of steel beam under standard fire. The transient temperature contours and curves varying with time acquired from numerical simulation and experiment are quite identical. It is showed that this method is correct and feasible. A practical approach is developed for temperature distribution of member under fire. This paper has also discussed the influence of section shape of steel beam on the heating transfer.
Keywords:steel beam   finite element method    fire effect    temperature distribution
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