DocumentCode
537244
Title
Study on the Behavior of RC Two-Way Slabs Bonded with One-Way Steel Strips
Author
Hu Cheng ; Wu Yuan ; Cao Shuangyin
Author_Institution
Sch. of Civil & Hydraulic Eng., Hefei Univ. of Technol., Hefei, China
fYear
2010
fDate
7-9 Nov. 2010
Firstpage
1
Lastpage
4
Abstract
The strengthening technique by use of bonging carbon fiber reinforced polymer or steel plates in the two-way concrete slabs is widely used, but so far, any study on bonging one-way steel strips in strengthening two-way reinforced concrete slabs is available. Therefore, experimental study on the behavior of the two-way RC slabs strengthened with bonding one-way steel strips was carried in this paper, and the calculation approach to determine the load-carried capacity of the strengthened slabs was also proposed by means of the yield line theory.
Keywords
concrete; polymers; slabs; steel; RC two-way concrete slabs; carbon fiber reinforced polymer; one-way steel strips; steel plates; strengthening technique; Bonding; Civil engineering; Concrete; Educational institutions; Slabs; Steel; Strips;
fLanguage
English
Publisher
ieee
Conference_Titel
E-Product E-Service and E-Entertainment (ICEEE), 2010 International Conference on
Conference_Location
Henan
Print_ISBN
978-1-4244-7159-1
Type
conf
DOI
10.1109/ICEEE.2010.5661198
Filename
5661198
Link To Document