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.
Reference6 articles.
1. Wang Bo,He Zheng,Zhang Xinyue,Ou Jinping: Architecture Technology Vol. 34(2003), p.134~135.
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.
Cited by
1 articles.
订阅此论文施引文献
订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献