EFFECT OF CONCRETE STRENGTH AND GROOVE DIMENSION ON PERFORMANCE OF GROOVING METHOD TO POSTPONE DEBONDING OF FRP SHEETS IN STRENGTHENED CONCRETE BEAMS

EFFECT OF CONCRETE STRENGTH AND GROOVE DIMENSION ON PERFORMANCE OF GROOVING METHOD TO POSTPONE DEBONDING OF FRP SHEETS IN STRENGTHENED CONCRETE BEAMS
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doi
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Date : 1391-11
Article type
Journal
https://people.iut.ac.ir/en/mostofinejad/content/1625599