Paper Title
Behaviour of GFRP Reinforced Concrete Column Under Axial Load
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Registration ID: IJNRD_180965
Published ID: IJNRDA001092
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Keywords
FRP GFRP RCC
Abstract
Fiber-Reinforced Polymer (FRP) reinforcing bars as the main reinforcement for concrete structures in harsh environments is becoming a widely accepted solution to overcome the problem of steel corrosion. Due to the relatively lower cost of glass FRP (GFRP) bars compared to the other commercially available FRP bars, the use of GFRP bars in reinforced concrete (RC) structures has been widely investigated. The project deals with the study of GFRP bar as main reinforcement for a short column under axial compression. A concrete column reinforced with steel bars and GFRP bars of cross section 450 mm * 450 having length 3000 mm is chosen for the study as prototype. The prototype has been modelled with a Scale Ratio of 3:1.A steel reinforced concrete model short column with cross section 150 mm * 150 mm and height 1000mm with end condition of both the ends of the column are pinned is taken to the study. The model column reinforced with 8 mm dia steel bars as main reinforcement and 8 mm dia bars as lateral ties having spacing 100 mm c/c. A clear cover of 20 mm used for severe exposure condition. The loading condition is concentric with minimum eccentricity.
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How To Cite (APA)
Adhavan.A, Yogeshwaran.S, & Nagaraj.S (May-2022). Behaviour of GFRP Reinforced Concrete Column Under Axial Load. INTERNATIONAL JOURNAL OF NOVEL RESEARCH AND DEVELOPMENT, 7(5), 644-647. https://ijnrd.org/papers/IJNRDA001092.pdf
Issue
Volume 7 Issue 5, May-2022
Pages : 644-647
Other Publication Details
Paper Reg. ID: IJNRD_180965
Published Paper Id: IJNRDA001092
Research Area: Civil EngineeringÂ
Author Type: Indian Author
Country: CHENNAI, TIRUVALLUR, TAMIL NADU, India
Published Paper PDF: https://ijnrd.org/papers/IJNRDA001092.pdf
Published Paper URL: https://ijnrd.org/viewpaperforall?paper=IJNRDA001092
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