Frontiers of Structural and Civil Engineering
>> 2007,
Volume 1,
Issue 4
doi:
10.1007/s11709-007-0053-8
Consumption of carbon fiber plates in the reinforced concrete beams strengthened with CFPs
1.College of Civil Engineering, Hunan University, Changsha 410082, China; 2.College of Civil Engineering, Tongji University, Shanghai 200092, China |
Available online: 2007-12-05
Next
Previous
Abstract
Four-point bending flexural tests were conducted to one full-size reinforced concrete (RC) beam and three full-size RC beams strengthened with carbon fiber plates (CFPs). The experimental results showed that the consumption of CFP