Numerical Analysis of Reinforced Concrete Circular Columns Strengthening With CFRP under Concentric and Eccentric Loadings

The purpose of this study is to explore the numerical behavior of circular RC short columns with different degrees of confinement with CFRP (0%, 25%, 50%, and 100%) wraps under concentric and eccentric loading. The numerical analysis carried out by using an improved concrete plastic-damage model (C...

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Bibliographic Details
Main Authors: Ibrahim Harba, Abdulkhalik Abdulridha, Ahmed AL-Shaar
Format: Article
Language:English
Published: Gruppo Italiano Frattura 2022-12-01
Series:Fracture and Structural Integrity
Subjects:
Online Access:https://3.64.71.86/index.php/fis/article/view/3892
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