Behavior of Concrete Bridges Strengthened with CFRP
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Creator 1. Naris Graisorn
2. Piya Chotickai
Title Behavior of Concrete Bridges Strengthened with CFRP
Publisher Faculty of Engineering, Khon Kaen Univeristy
Publication Year 2555
Journal Title KKU Engineering Journal
Journal Vol. 39
Journal No. 4
Page no. 383-394
Keyword Concrete Bridge, Strengthening, FRP,Finite Element,Load Distribution
ISSN 0125-8573
Abstract The main objective of the study was to evaluate the behavior and performance of concrete bridges strengthened with CFRP composites. The bridges with various superstructure configurations, including reinforced concrete slab and prestressed concrete girder, were studied. The behaviors of strengthened bridges were evaluated using diagnostic load tests. Three-dimensional finite element models were developed to investigate the distribution of wheel loads for various positions on the bridge spans. The results obtained from field testing and FEM models revealed that the overall load distribution was slightly altered from the CFRP strengthening system. However, the performance of bridge structures could considerably be enhanced by the strengthening system.
KKU Engineering Journal

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