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Analytical behavior of circular concrete-filled thin-walled steel tubes subjected to bending
Lu, Hui ; Han, Lin-Hai ; Zhao, Xiao-Ling
2010-10-12 ; 2010-10-12
关键词Concrete-filled steel tubes (CFST) Beam Bending Composite action Finite element analysis (FEA) FLEXURAL BEHAVIOR COLUMNS STRENGTH SECTIONS Engineering, Civil
中文摘要This paper presents a finite element analysis (FEA) modeling to study the flexural performance of circular concrete-filled thin-walled steel tubular (CFST) beam. A set of test data was used to verify the FEA modeling; generally, good agreement was achieved. The FEA modeling was then used to investigate the stress and strain distributions across the composite section in the whole loading procedure. The composite action between the steel tube and its concrete core was analyzed. A strut-tie model was proposed for the load transfer mechanism of the circular composite member subjected to pure bending. (C) 2008 Elsevier Ltd. All rights reserved.
语种英语 ; 英语
出版者ELSEVIER SCI LTD ; OXFORD ; THE BOULEVARD, LANGFORD LANE, KIDLINGTON, OXFORD OX5 1GB, OXON, ENGLAND
内容类型期刊论文
源URL[http://hdl.handle.net/123456789/82081]  
专题清华大学
推荐引用方式
GB/T 7714
Lu, Hui,Han, Lin-Hai,Zhao, Xiao-Ling. Analytical behavior of circular concrete-filled thin-walled steel tubes subjected to bending[J],2010, 2010.
APA Lu, Hui,Han, Lin-Hai,&Zhao, Xiao-Ling.(2010).Analytical behavior of circular concrete-filled thin-walled steel tubes subjected to bending..
MLA Lu, Hui,et al."Analytical behavior of circular concrete-filled thin-walled steel tubes subjected to bending".(2010).
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