The Experiment of Ultimate Capacity for the Reinforced Concrete Beam Strengthened with CFRP

Abstract:

As to reinforced concrete structure, the method to deal with the shortage of bearing capacity is one of the puzzles of structure engineering, so its reinforcement technology is a research hotspot. At present, although there are many reinforcing methods of existing structures, FRP is the more widely used in engineering because of its efficiency, low cost, and beauty. The paper takes the strengthened reinforced concrete structure beam with FRP for example, bearing capacity of normal section, the shear bearing capacity and cohesiveness is tested, and bearing performance for strengthening the strengthened reinforced concrete beam with FRP is analyzed.

• Periodical: Advanced Materials Research (Volume 320)
• Pages: 450-455
• DOI: https://doi.org/10.4028/www.scientific.net/AMR.320.450
• Online since: August 2011
• Authors: Jian He, Tong Wang, Huan Wang
• Keywords: Carbon Fiber Reinforced Polymer/Plastic (CFRP), Mechanical Property Experiment, Reinforced Concrete (RC) Beam, Ultimate Capacity

References

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DOI: 10.1016/s0950-0618(01)00016-2

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DOI: 10.14359/612