Title :
Research on Deflection of Strengthening Concrete Beam with Prestressed CFRP Sheets
Author :
Wang Xiangyang ; Ji Shaobo ; Zhao Guanghui
Author_Institution :
Sch. of Transp., Wuhan Univ. of Technol., Wuhan, China
Abstract :
CFRP sheets have been widely used in strengthening concrete structures as a new material and prestressed CFRP sheets can improve the carrying capacity of beams. This paper researched the affection about the deflection and rigidity of concrete structures after strengthening with prestressed CFRP sheets, and derived related theoretic formulas. It is shown that the prestressed CFRP sheets can not dramatically change the deflection of the structures because the prestressed CFRP sheets are generally thin with small moment of inertia for the structural sections.
Keywords :
beams (structures); carbon fibre reinforced plastics; concrete; shear modulus; carbon fiber reinforced plastic sheets; concrete beam; concrete structures; prestressed CFRP sheets; rigidity; Bars; Bridges; Building materials; Concrete; Fiber reinforced plastics; Road transportation; Sheet materials; Steel; Structural beams; Tensile strain; Keywords: prestressed; deflection; strengthening; theoretic formulas;
Conference_Titel :
Web Mining and Web-based Application, 2009. WMWA '09. Second Pacific-Asia Conference on
Conference_Location :
Wuhan
Print_ISBN :
978-0-7695-3646-0
DOI :
10.1109/WMWA.2009.27