Shear Strengthening of Reinforced Concrete T-Beams using Carbon Fiber Reinforced Polymer (CFRP) Anchored with CFRP Spikes

Shear Strengthening of Reinforced Concrete T-Beams using Carbon Fiber Reinforced Polymer (CFRP) Anchored with CFRP Spikes

Reinforced Concrete (RC) structures deteriorate over years due to many reasons including corrosion of reinforcing steel, carbonation of concrete, overload on structural members, among others. This may result in flexural or shear deficiency in RC beams. The failure of shear-deficient RC beams is usua...

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Bibliographic Details
Main Author: Abdalla, Jamal A. (author)
Other Authors: Mhanna, Haya H. (author), Hawileh, Rami A. (author), Sharafi, M. (author), Al- Marzouqi, A. (author), Al-Teneiji, S. (author), Al-Ali, K. (author)
Format: article
Published: 2022
Subjects:
CFRP
Reinforced Concrete
Shear Strengthening
Spike Anchors
U-Wrapped
Online Access:https://hdl.handle.net/11073/26269
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