Experimental Study on Flexural Deformation Behavior of Concrete Beams Reinforced with GFRP Bars

Author:

Fu De Cheng1,Wen Yu Hui2,Wang Bo3

Affiliation:

1. Jilin Province Economics and Management Cadres collage

2. City College of Jilin Architecture and Civil Engineering Institute

3. Jilin Architecture and Civil Engineering Institute

Abstract

In this paper, the deflection of GFRP bars reinforced beams with different reinforcement ratio was studied, To research deflection of GFRP reinforced beam, four specimen beams were test under a four-point static load. The results indicate that deflection history of GFRP bar reinforced concrete beam is different with steel reinforced concrete’s, which has two stages: the linear part before crack and linear part after crack. The ultimate deflection decreases with the increase of reinforcement ratio.

Publisher

Trans Tech Publications, Ltd.

Subject

General Engineering

Reference6 articles.

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2. Ou Jinping, Wang Bo, He Zheng, Zhang Xinyue and Qian Minzhong: Advances in Structural Engineering Vol. 7(2004), p.427~436.

3. Ou Jinping, Wang Bo, He Zheng: China Civil Engineering Journal Vol. 38(2005), p.8~12.

4. Wang Bo,Ou Jinping,Zhang Xinyue,He Zheng: Journal of Harbin institute of tenology. Vol. 39(2007), p.220~224.

5. Rafi Muhammad Masood,Nadjai Ali,Ali Faris,Talamona Didier: Construction and Building Materials. Vol. 22(2008), p.277~285.

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