[1]
GB50376-2006 Reinforcement Design Standards of Concrete Structure [S]. Beijing: China Building Industry Press, (2006).
Google Scholar
[2]
Dong Zongcai. Research of the Shear-Resistance Mechanical Property of Carbon Fiber Cloth Reinforced Concrete beam [J]. China Journal of Highway and Transport, 2001, 14(2): 45-51.
Google Scholar
[3]
Huang Huiming. Test and Research of the Normal Section Bearing Capacity of Pasting Carbon Fiber Sheet to Reinforce Concrete Beam [D]. Changsha: Hunan University, (2001).
Google Scholar
[4]
Zhou Huiping. Test Research and Theoretical Analysis of Outside Pasting of Carbon Fiber Cloth to Reinforce Flexural Concrete Beam [D]. Wuhan: Wuhan University of Technology, (2005).
Google Scholar
[5]
Zhao Tong, Xiejian, Dai Ziqiang. Test Research about the Flexural Bearing Capacity of Carbon Fiber Cloth Reinforced Concrete Beam [J ]. Building Structue, 2000, 30(7): 11-15.
Google Scholar
[6]
Wang Chunyang. Flexural Resistant Test Research about the Carbon Fiber Cloth Reinforced Concrete Beam [J]. Journal of Wuhan University of Technology, 2009, 31(8): 91293.
Google Scholar
[7]
Liu Muyu, Liu Qizhuo, Luo Zhihong etc. Flexural Resistant Test about the Reinforced Concrete Beam Damaged to Different Degree [J].Journal of Huazhong University of Science and Technology: Natural Science Edition, 2005, 33(3): 13-16.
Google Scholar
[8]
Kong Qin, Liu Lixin. Test Research about the Flexural Resistant Performance of Carbon Fiber Cloth Reinforced Concrete Beam [J].Journal of Zhengzhou University:Engineering Edition, 2004, 25(4): 24-2.
Google Scholar