Behavior, strength and flexural stiffness of circular concrete columns reinforced with FRP bars and spirals/hoops under eccentric loading

Behavior, strength and flexural stiffness of circular concrete columns reinforced with FRP bars and spirals/hoops under eccentric loading

Abstract : Deterioration of concrete structures reinforced with steel bars can be seen daily in regions with aggressive weather as steel-corrosion problems worsen. Fiber-reinforced-polymers (FRP) reinforcement has proven its feasibility through different civil structural elements. Present guidelines...

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Bibliographic Details
Main Author: Mohamed, Ahmed Abdeldayem
Other Authors: Benmokrane, Brahim
Language:English
Published: Université de Sherbrooke 2017
Subjects:
Concrete
FRP bars
Columns
Axial
Eccentricity
Stress
Strain
Model
Failure
Sectional analysis
Stress block
Curvature
Stiffness
Béton
Barres de PRF
Colonnes
Excentricité
Contrainte
Déformation
Modèle
Rupture
Analyse par section
Bloc de contrainte
Courbure
Rigidité
Online Access:http://hdl.handle.net/11143/11406

Internet

http://hdl.handle.net/11143/11406

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