Behavior of Cantilever RC Beam Support Strengthened with Near-Surface-Mounted FRP Bars

Xing Guo Wang; Jun Hui Yue; Li Li; Yu Zhou Zheng

doi:10.4028/www.scientific.net/AMR.243-249.1762

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 243-249Behavior of Cantilever RC Beam Support...

Behavior of Cantilever RC Beam Support Strengthened with Near-Surface-Mounted FRP Bars

Abstract:

Several parameters, including typical loads, deflection, strains of steel bar and fiber- reinforced-polymer(FRP) bar under different sustained loading, were studied. The yield load and ultimate load of cantilever beams strengthened with near-surface-mounted(NSM) FRP bars are improved by 6.0%~15.2% and 55.7%~64.5% compared with non-strengthened beams, respectively. For strengthened beams,sustained loading can weaken the reinforced effect.The flexural behaviors of mounted beams were influenced by the lateral groove .

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Periodical:

Advanced Materials Research (Volumes 243-249)

Pages:

1762-1766

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.243-249.1762

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Online since:

May 2011

Authors:

Xing Guo Wang, Jun Hui Yue, Li Li, Yu Zhou Zheng

Keywords:

Cantilever RC Beam, FRP Bar, Strengthening, Sustained Loading

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References

[1] Baochun Chen. Bridge Engineer. Beijing: People's Transportation Press. 2009. (in Chinese)

Google Scholar

[2] Xingguo Wang, Chaoyang Zhou, Xiantao Zeng, Yahong Ding. Tests:Journal of Harbin Institute of Technology, Vol.37(3) (2005),pp.351-354.(in Chinese)

Google Scholar

[3] Jinsheng Yu, Hailong Wang. Research:Fiber Composites Vol 2(2006), pp.47-50.(in Chinese)

Google Scholar

[4] Hakan Nordin. Fiber reinforce polymer in civil Engineering.Ph. D. Thesis, Department of Civil and Mining Engineering Division of structural Engineering, 2003:90-143.

Google Scholar

[5] Qingrui Yue, Qingwei Li, Yongxin Yang. Technique:Industrial architecture,Vol.34(4) (2004), pp.1-4. (in Chinese)

Google Scholar

[6] Rong Li, Jingguang Teng, Qingrui Yue. A new technique:Industrial architecture, Vol.34(4) 2004, pp.5-10. (in Chinese)

Google Scholar

[7] L. De Lorenzis, J.G. Teng. Near:Composites Part B: Engineering, Vol.38(2) (2007), pp.119-143.

Google Scholar

[8] Jianjing Jiang, Jie Li, Weiliang Jin. Advanced Theory of Concrete Structures. Beijng: China Construction Industry Press, 2006. (in Chinese)

Google Scholar