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Effects of Cyclic Loading on Structural Performance of Glass Fiber Reinforced Polymer Reinforced Concrete Elements
Because of advanced corrosion of the steel reinforcement, a large number of reinforced concrete bridges in the Federal Highway System require rehabilitation. To alleviate this problem, Fiber Reinforced Polymer (FRP) materials are being investigated as an alternative reinforcement to replace the steel. This research was carried out to find out whether FRP-reinforced concrete flexural elements will perform adequately under cyclic loading. This research focuses on investigating the effects of cyclic loading on flexural strength of members reinforced with FRP reinforcing bars. The results indicate that the flexural strength of the FRP reinforced concrete specimens studied remained virtually intact after the cyclic loading.
Effects of Cyclic Loading on Structural Performance of Glass Fiber Reinforced Polymer Reinforced Concrete Elements
Because of advanced corrosion of the steel reinforcement, a large number of reinforced concrete bridges in the Federal Highway System require rehabilitation. To alleviate this problem, Fiber Reinforced Polymer (FRP) materials are being investigated as an alternative reinforcement to replace the steel. This research was carried out to find out whether FRP-reinforced concrete flexural elements will perform adequately under cyclic loading. This research focuses on investigating the effects of cyclic loading on flexural strength of members reinforced with FRP reinforcing bars. The results indicate that the flexural strength of the FRP reinforced concrete specimens studied remained virtually intact after the cyclic loading.
Effects of Cyclic Loading on Structural Performance of Glass Fiber Reinforced Polymer Reinforced Concrete Elements
Aguiñiga, F. (author) / Estrada, H. (author) / Cruz, J. I. (author)
Structures Congress 2006 ; 2006 ; St. Louis, Missouri, United States
Structures Congress 2006 ; 1-11
2006-10-10
Conference paper
Electronic Resource
English
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