Bond performance of tensile lap-spliced basalt-FRP reinforcement in high-strength concrete beams

<p dir="ltr">This paper investigates the bond between high-strength concrete (HSC) and tensile lap-spliced basalt fiber-reinforced polymer (BFRP) bars. Ten large-scale BFRP-reinforced concrete beams (300 × 450 × 3900 mm) were fabricated and tested under four-point loading until failu...

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Bibliographic Details
Main Author: Islam Eltantawi (17151091) (author)
Other Authors: Wael Alnahhal (14152461) (author), Ahmed El Refai (17151094) (author), Adel Younis (17151097) (author), Nasser Alnuaimi (17151100) (author), Ramazan Kahraman (1766956) (author)
Published: 2022
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