Fatigue behavior of damaged concrete beams repaired with composite material

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:
FRP/concrete
Crack
Repair
Fatigue
CZ model
Shear stresses
Online Access:http://journals.lagh-univ.dz/index.php/jbms/article/view/1772
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