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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Published in | Frattura ed integritá strutturale Vol. 17; no. 63; pp. 190 - 205 |
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Main Authors | , , |
Format | Journal Article |
Language | English |
Published |
Gruppo Italiano Frattura
01.01.2023
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Subjects | |
Online Access | Get full text |
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