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Structural Behavior of Circular Concrete Columns Reinforced with Longitudinal GFRP Rebars under Axial Load

This paper presents experimental and theoretical assessments of the structural behavior of circular steel fiber-reinforced concrete (SFRC) columns reinforced with glass fiber-reinforced polymer (GFRP) bars subjected to a concentric axial compressive load. Laboratory experiments were planned to evalu...

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Kaydedildi:
Asıl Yazarlar: Seyed Fathollah Sajedi, Iman Saffarian, Masoud Pourbaba, Jung Heum Yeon
Materyal Türü: Artigo
Dil:Inglês
Baskı/Yayın Bilgisi: MDPI AG 2024-04-01
Seri Bilgileri:Buildings
Konular:
circular concrete column
GFRP rebar
axial compressive load
ductility index
numerical analysis
concrete damage plastic model
Online Erişim:https://www.mdpi.com/2075-5309/14/4/988
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