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《Journal of Wuhan Urban Construction Institute》 2003-03
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Practical Cross Section Flexure Load Capacity Calculation Method for CFS Strengthened RC Members

ZHANG Wei1 LI Daqing1 (1. School of Civil Eng., Wuhan Univ., Wuhan 430072, China)  
Considering the mechanical characteristics of carbon fiber sheets (CFS) and the practical situations of CFS strengthened reinforced concrete members(RC), the calculation formula of the cross section flexure load capacity design of these members are presented, including design steps in details. A numerical example with experimental data being used is given.
【CateGory Index】: TU375
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1 YU Shaohua;LIU Chongwen;Jiangxi Traffic Design and Research Institute Co. Ltd.;;A study on calculation theory of BFRP strengthened concrete beams based on flexural performance experiment[J];南昌工程学院学报;2013-06
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