Influence of Externally Bonded CFRP on the Shear Behavior of Strengthened and Rehabilitated Reinforced Concrete T-Beams Containing Shear Stirrups

Influence of Externally Bonded CFRP on the Shear Behavior of Strengthened and Rehabilitated Reinforced Concrete T-Beams Containing Shear Stirrups

This study aims to investigate the effect of using externally bonded carbon fiber reinforced polymer (CFRP) on the strengthening and rehabilitation of reinforced concrete (RC) T-beams reinforced with steel stirrups. Three configurations of CFRP were used: 45° inclined strips, horizontal straight str...

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Bibliographic Details
Main Author: Mu’tasime Abdel-Jaber
Format: Article
Language:English
Published: MDPI AG 2021-12-01
Series:Fibers
Subjects:
T-Beams
strengthening
rehabilitation
CFRP
shear strength
experimental and theoretical studies
Online Access:https://www.mdpi.com/2079-6439/9/12/87

Internet

https://www.mdpi.com/2079-6439/9/12/87

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