SP006 – Concrete Cover Separation Failure of Overlay-Strengthened Reinforced Concrete Beams


This paper exhibits a diagnostic methodology dependent on the solid tooth demonstrate for overlay-fortified shafts fizzled with solid cover partition at the cut-off purpose of overlay end. The length of solid cover partition required for the pinnacle heap of overlay-fortified pillar to be come to is gotten from the proposed logical technique which depends on test perceptions. The unwavering quality and exactness of the proposed investigative technique has been confirmed by contrasting the diagnostic and trial split dividing and also top heap of the overlay-reinforced bars. At long last, the idea of greatest effective limit of overlay fortifying strategy is introduced.

Leave a Reply

Your email address will not be published. Required fields are marked *