Enhancing shear strength of RC beams through externally bonded reinforcement with stainless-steel strips and FRCM jacket to mitigate the failure risk

Author:

Ghalla Mohamed,Badawi Moataz,Mlybari Ehab A.,Hu Jong Wan

Funder

Korea Agency for Infrastructure Technology Advancement

Ministry of Land, Infrastructure and Transport

Publisher

Elsevier BV

Reference64 articles.

1. Non-linear finite-element investigation of the parameters affecting externally-bonded FRP flexural-strengthened RC beams;Godat;Results in Engineering,2020

2. Strengthening of RC beams with inadequate lap splice length using cast-in-situ and anchored precast ECC ferrocement layers mitigating construction failure risk;Abdallah;Case Stud. Constr. Mater.,2024

3. Behavior of reinforced concrete ring beams strengthened with sustainable materials;Hamoda;Eng. Struct.,2023

4. The effect of length and inclination of carbon fiber reinforced polymer laminates on shear capacity of near‐surface mounted retrofitted reinforced concrete beams;Al‐Zu'bi;Struct. Concr.,2021

5. Building Code Requirements for Structural Concrete (ACI 318-05) and Commentary (ACI 318R-05);Wight,2003

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