Preliminary research on fire resistance of concrete-filled steel tubular columns to composte beam frame
Wang, Jingxuan; Wang, Wenda; He, Zhongmao
2012
会议名称12th International Symposium on Structural Engineering, ISSE 2012
会议录名称Proceedings of the 12th International Symposium on Structural Engineering, ISSE 2012
页码801-806
会议日期November 17, 2012 - November 19, 2012
会议地点Wuhan, China
出版者Science Press
摘要This paper presents a finite element analysis(FEA) model of concrete-filled steel tubular(CFST) columns to steel beam frame with RC slab to investigate the fire performance and provide reasonable fire resistance design method based on ABAQUS. The reasonable thermal and material models were chosed in the FEA model. Due to lacking of experimental datas about the fire behavior of composite frame, the FEA model results were verified by the fire performance of CFST columns to composite beam joint and CFST columns to RC beam frame experiments, respectively. Typical failure modes and displacement of beam and column versus fire time relationships were studied to calculate the fire resistance of the frame. The results show that the fire duration time of composite frame is increased significantly with the increased of the thickness of fire protection and decreased the fire load ratio of columns. The fire resistance of composite frame columns is larger than the single columns due to the absorption of heat and the constraint function of the reinforced concrete slab.
关键词ABAQUS Composite beams and girders Concrete slabs Finite element method Fire protection Heat resistance Reinforced concrete Structural design Structural frames Composite beam Composite beam joints Concrete filled steel tubular columns Constraint functions Factors analysis Finite element analysis modeling Fire performance Fire-resistance design
收录类别EI
语种英语
EI入藏号20135217126124
EI主题词Fire resistance
来源库Compendex
分类代码408.1 Structural Design, General - 408.2 Structural Members and Shapes - 412 Concrete - 914.2 Fires and Fire Protection - 921 Mathematics - 921.6 Numerical Methods
文献类型会议论文
条目标识符https://ir.lut.edu.cn/handle/2XXMBERH/116029
专题土木工程学院
作者单位School of Civil Engineering, Lanzhou University of Technology, Lanzhou 730050, China
第一作者单位土木工程学院
推荐引用方式
GB/T 7714
Wang, Jingxuan,Wang, Wenda,He, Zhongmao. Preliminary research on fire resistance of concrete-filled steel tubular columns to composte beam frame[C]:Science Press,2012:801-806.
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