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Behavior of axially loaded low strength concrete columns reinforced with GFRP bars and spirals

Sherif El-Gamal,Othman AlShareedah

Engineering Structures（2020）

Cited 21|Views1
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Abstract
•Behavior of circular concrete columns reinforced with FRP was investigated.•Effects of reinforcement type, ratio, and spacing of spirals were studied.•Failure modes, capacities, axial deformations, and strains were reported.•Design equations that predict the capacity of FRP-RC columns were evaluated.
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Key words
GFRP bars,GFRP spirals,Circular concrete column,Reinforcement ratio,Spirals spacing,Axially loaded,Low strength concrete
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