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- W788271003 abstract "Presented is the experimental investigation of 15 reinforced concrete beams strengthened with CFRP (Carbon Fiber Reinforced Polymer) laminates. The beams were collapsed in flexure and their failure modes were divided in three kinds. The paper shows that the ultimate capacity of the beams was not obviously affected by the loading history, and because of the umbrella shaped cracking at the level of the reinforcing bars the CFRP sheets were peeled from the concrete of the beam, and at the failure the ultimate stress of bonded CFRP sheets could not reach its tension strength. In order to fully utilize the material strength, medium strength CFRP sheets should be recommended." @default.
- W788271003 created "2016-06-24" @default.
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- W788271003 date "2001-01-01" @default.
- W788271003 modified "2023-09-27" @default.
- W788271003 title "EXPERIMENTAL STUDY OF THE FLEXURAL BEHAVIOR OF RC BEAMS STRENGTHENED WITH CFRP LAMINATES" @default.
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