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 (CD...

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Bibliographic Details
Published inFrattura ed integritá strutturale Vol. 17; no. 63; pp. 190 - 205
Main Authors Harba, Ibrahim, Abdulridha, Abdulkhalik, AL-Shaar, Ahmed
Format Journal Article
LanguageEnglish
Published Gruppo Italiano Frattura 01.01.2023
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