DocumentCode :
3260564
Title :
Working together researching of large section rectangular concrete filled tube columns
Author :
Fu, Xueyi ; Xu, Na ; Huang, Zhenyu
Author_Institution :
Shenzhen Grad. Sch., Civil Eng., Harbin Inst. of Technol., Shenzhen, China
fYear :
2011
fDate :
22-24 April 2011
Firstpage :
949
Lastpage :
952
Abstract :
To ensure that the steel tube and core concrete work together for large section rectangular concrete filled tube columns, the allocated beams are installed where the node area of concrete filled tube columns floor. As force transmission components, allocated beams make the external load beared by the steel tube and core concrete together, and the deformation of the steel tube and core concrete basically meets the plane section assumption. The design of allocated beam can apply the finite element method and elastic foundation beam method advanced by this paper. Finally, the comparative analysis between analytical and numerical solutions of single allocated beam, verifies further the rationality of theory.
Keywords :
beams (structures); concrete; construction components; finite element analysis; pipes; steel; structural engineering; concrete filled tube columns; elastic foundation beam method; finite element method; force transmission component; rectangular concrete; single allocated beam; steel tube; Concrete; Electron tubes; Force; Loading; Springs; Steel; Structural beams; allocated beam; elastic foundation beam; large section CFT columns; work together;
fLanguage :
English
Publisher :
ieee
Conference_Titel :
Electric Technology and Civil Engineering (ICETCE), 2011 International Conference on
Conference_Location :
Lushan
Print_ISBN :
978-1-4577-0289-1
Type :
conf
DOI :
10.1109/ICETCE.2011.5776417
Filename :
5776417
Link To Document :
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