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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