Analysis of Bending Stiffness of Reinforced Concrete Beams Strengthened with Carbon Fiber Sheet

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Abstract:

The stiffness of reinforced concrete simple beams strengthened with carbon fiber sheets is studied in this paper. The calculation formulas of it are discussed, for steel yielding and not yielding. The stiffness increases with the number of carbon fiber layer or reinforcement ratio increases.

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2887-2890

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October 2012

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© 2012 Trans Tech Publications Ltd. All Rights Reserved

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[1] Technical specification for strengthening concrete structures with carbon fiber reinforced polymer laminate, (CECS146:2003), 2002(In Chinese)

Google Scholar

[2] Code for design of concrete structures, GB50010-2010(In Chinese)

Google Scholar

[3] Jiangbo Zhuan, Lieping Ye, Study of crack on reinforced concrete beams strengthened with CFRP sheets, Industrial Construction Magazine, 2004 supplement, P72-78(In Chinese).

Google Scholar

[4] Zongcai Deng, Flexural strengthening of reinforced concrete beams with externally bonded composite laminates, China Journal of highway and transport, April 2001, P45-51(In Chinese).

Google Scholar

[5] Zongjian Lan, Concrete structure design principle, 2002(In Chinese)

Google Scholar

[6] Yongxin Yang, Qingrui Yue, Calculation of sectional stiffness of RC beams strengthened with carbon fiber sheets(CFSs) (In Chinese).

Google Scholar