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翼缘宽厚比对约束钢梁抗火性能的影响研究
引用本文:鲁博,王海忠,王文婷. 翼缘宽厚比对约束钢梁抗火性能的影响研究[J]. 钢结构, 2008, 23(11): 62-65
作者姓名:鲁博  王海忠  王文婷
作者单位:北京京诚华宇建筑设计研究院有限公司,北京,100053;北京工业大学,建筑工程学院,北京,100124;中国建筑科学研究院,北京,100013
摘    要:为了研究翼缘宽厚比对高温下钢梁抗火性能的影响,使用ANSYS有限元程序模拟火灾升温条件下的约束钢梁,通过建立模型,时钢梁进行热-结构耦合作用的计算。计算结果显示:钢梁截面温度为非均匀分布,约束钢梁在火产生的温度应力下会发生较大的挠度。通过比较轴力、挠度等随温度变化的规律,分析不同翼缘宽厚比对钢梁抗火性能的影响。

关 键 词:钢梁  抗火  大变形  有限元分析  热-结构耦合

THE INFLUENCE OF FLANGE WIDTH-THICKNESS RATIO ON FIRE-RESISTANT BEHAVIOR OF RESTRAINED STEEL BEAMS IN FIRE
Lu Bo,Wang Haizhong,Wang Wenting. THE INFLUENCE OF FLANGE WIDTH-THICKNESS RATIO ON FIRE-RESISTANT BEHAVIOR OF RESTRAINED STEEL BEAMS IN FIRE[J]. Steel Construction, 2008, 23(11): 62-65
Authors:Lu Bo  Wang Haizhong  Wang Wenting
Affiliation:Lu Bo(Capital Engineering & Research Incorporation Limited Beijing 100053) Wang Haizhong(College of Architecture , Civil Engineering,Beijing University of Technology Beijing 100124)Wang Wenting(China Academy of Building Research Beijing 100013)
Abstract:In order to analyze the influence of flange width-thickness ratio on fire-resistant behavior of unprotected restrained steel beams in fire, finite element analysis software ANSYS is used to simulate restrained steel beams under thermal effects. After thermal-structure coupling analysis of the steel beams, results show that temperature distribution of H-section steel beam is non-uniform, and a large deflection will occur at a restrained steel beam under thermal effects. Furthermore, this paper analyzes the i...
Keywords:steel beam fire resistance large deflection finite element analysis thermal-structure coupling analysis  
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