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- W611547812 abstract "The strengthening of reinforced concrete structures with externally bonded composite laminates relies substantially upon the force transfer between concrete and composite material at the interface. A detailed study of the state of deterioration of the concrete surface must be performed before any structural rehabilitation in order to assure an efficient interface bond. The present work is based on experimental tests performed in two series of reinforced concrete beams with externally bonded carbon-fiber-reinforced-plastic (CFRP) laminates, carried out in the Civil Engineering Department of the University of Porto. The first series of 7.5x15x160 cubic centimeters beams was tested to investigate the bond stress distribution and its dependence on bond length variation. The second series of 15x15x150 cubic centimeters with a certain degree of deterioration (carbonation) was tested to study its influence on the beam strengthening." @default.
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- W611547812 date "1998-01-01" @default.
- W611547812 modified "2023-10-03" @default.
- W611547812 title "PERFORMANCE OF CONCRETE BEAMS STRENGTHENED WITH CFRP LAMINATES" @default.
- W611547812 hasPublicationYear "1998" @default.
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