Fatigue behavior of damaged concrete beams repaired with composite material

By the present paper, an analytical model was developed to study the cracked FRP-strengthened reinforced concrete beams subjected to fatigue loading. In order to follow the distribution of interfacial shear stresses causing the debonding phenomenon, a new analytical model based on the cohesive zone...

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Bibliographic Details
Main Authors: Khamis Hadjazi, A. Hamiani, Sereir Zouaoui, Amziane Sofiane
Format: Article
Language:English
Published: University Amar Telidji of Laghouat 2022-10-01
Series:Journal of Building Materials and Structures
Subjects:
Online Access:http://journals.lagh-univ.dz/index.php/jbms/article/view/1772
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