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PRELIMINARY RESEARCH ON FIRE RESISTANCE OF CONCRETE-FILLED STEEL TUBULAR COLUMNS TO COMPOSTE BEAM FRAME
Wang, Jingxuan; Wang, Wenda; He, Zhongmao
2012
关键词CFST columns to composite beam frame fire resistance finite element analysis(FEA) model factors analysis
页码801-806
英文摘要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.
会议录PROCEEDINGS OF THE TWELFTH INTERNATIONAL SYMPOSIUM ON STRUCTURAL ENGINEERING, VOLS I AND II
会议录出版者SCIENCE PRESS BEIJING
会议录出版地16 DONGHUANGCHENGGEN NORTH ST, BEIJING 100707, PEOPLES R CHINA
语种英语
资助项目Key Project Chinese Ministry of Education, China[210228]
WOS研究方向Construction & Building Technology ; Engineering
WOS记录号WOS:000392350400115
内容类型会议论文
源URL[http://119.78.100.223/handle/2XXMBERH/37113]  
专题国际合作处(港澳台办)
土木工程学院
通讯作者Wang, Jingxuan
作者单位Lanzhou Univ Technol, Sch Civil Engn, Lanzhou 730050, Peoples R China
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]. 见:.
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