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