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Flexural Fatigue Behavior of Reinforced Concrete Beams Strengthened with FRP Fabric and Precured Laminate Systems

โœ Scribed by Ekenel, Mahmut; Rizzo, Andrea; Myers, John J.; Nanni, Antonio

Book ID
127209969
Publisher
American Society of Civil Engineers
Year
2006
Tongue
English
Weight
493 KB
Volume
10
Category
Article
ISSN
1090-0268

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Four full-scale reinforced concrete beams were replicated from an existing bridge. The original beams were substantially deยฎcient in shear strength, particularly for projected increase of trafยฎc loads. Of the four replicate beams, one served as a control and the remaining three were implemented with