DocumentCode
2220316
Title
An Experimental Study on a New Type Joints of Steel Tube Confined Concrete
Author
Pinwu, Guan ; Meng, Chen ; Huiying, Meng
Author_Institution
Sch. of Civil Eng., Zhengzhou Univ., Zhengzhou
Volume
3
fYear
2008
fDate
19-21 Dec. 2008
Firstpage
331
Lastpage
334
Abstract
The working-well performance of joints between reinforced concrete beams and steel tube confined concrete columns is vital to popularize steel tube confined concrete in China. A new type of steel tube confined concrete joint (crossed corbel and ring beam) is put forward to solve the difficulty in application of fat columns of high-raised buildings. Joints are tested under both monotone load and reverse load. Test results show that the load capacity and ductility of the new type joints are satisfied well with the Chinese codes. For more ductility the new type joints is revised by tests and has been used in the engineering practice. On the basis of the test results, the new type joints are further modified and have been used in the engineering practice.
Keywords
beams (structures); construction components; ductility; pipes; reinforced concrete; steel; China; ductility; high-raised buildings; reinforced concrete beams; steel tube confined concrete; steel tube confined concrete columns; Concrete; Displacement control; Industrial engineering; Information management; Innovation management; Shape measurement; Steel; Strain measurement; Structural beams; System testing; confined concrete; cyclic load; hysteretic curve;
fLanguage
English
Publisher
ieee
Conference_Titel
Information Management, Innovation Management and Industrial Engineering, 2008. ICIII '08. International Conference on
Conference_Location
Taipei
Print_ISBN
978-0-7695-3435-0
Type
conf
DOI
10.1109/ICIII.2008.125
Filename
4737786
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