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- W2590547415 abstract "This paper presents the test result of experimental study on the flexural capacity of strengthened reinforced concrete beams with web bonded steel plates. Three beams without strengthening and six beams strengthened with steel plates were tested until failure. The test variables were ratio of longitudinal reinforcement and position of web bonded steel plates. The beams were simply supported and loaded monotonically with two point loads. The test results show that web bonded steel plates increase stiffness of the beam and flexural capacity with the values ranging from 6 to 28%. Debonding of steel plates should be avoided in strengthening reinforced concrete members with web bonded steel plates. An analytical study based on theoretical moment-curvature determination was also carried out in order to obtain complete theoretical response of the beams. The comparison shows that analytical model predicts the test results accurately for beams with and without strengthening." @default.
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- W2590547415 date "2017-01-01" @default.
- W2590547415 modified "2023-09-30" @default.
- W2590547415 title "Flexural Capacity of Strengthened Reinforced Concrete Beams with Web Bonded Steel Plates" @default.
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- W2590547415 doi "https://doi.org/10.1016/j.proeng.2017.01.474" @default.
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