Mechanical Prestressing System for Strengthening Reinforced Concrete Members with Prestressed Carbon-Fiber-Reinforced Polymer Sheets

Author:

Abdulhameed Suhaib S.1,Wu Erjun2,Ji Bohai3

Affiliation:

1. Ph.D. Candidate, College of Civil and Transportation Engineering, Hohai Univ., No. 1 Xikang Rd., Nanjing City, Jiangsu Province 210098, China (corresponding author).

2. Associate Professor, College of Civil and Transportation Engineering, Hohai Univ., No. 1 Xikang Rd., Nanjing City, Jiangsu Province 210098, China.

3. Professor, College of Civil and Transportation Engineering, Hohai Univ., No. 1 Xikang Rd., Nanjing City, Jiangsu Province 210098, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Reference20 articles.

1. American Concrete Institute (ACI). (2002). “Guide for the design and construction of externally bonded FRP systems for strengthening concrete structures.” ACI 440.2R-08 Farmington Hills MI.

2. ANSYS version 8.0 houston [Computer software]. Swanson Analysis Systems Texas.

3. An experimental investigation on flexural behavior of RC beams strengthened with prestressed CFRP strips using a durable anchorage system

4. El-Hacha R. Green M. F. and Wight G. (2001). “Prestressing system for FRP sheets: Long-term and low temperature effects.” Structural Faults + Repair01 Proc. 9th Int. Conf. and Exhibition on Extending the Life of Bridges Civil + Building Structures London England.

5. An experimental study of the failure modes of reinforced concrete beams strengthened with prestressed carbon composite plates

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