Experimental Studies on Damages to FRP Reinforce Bridges under the Effect of Limited Overload

Ming Li; Fu Sheng Zhu; Li Li Wang; Zhan Sheng Xu

doi:10.4028/www.scientific.net/AMM.361-363.1433

Paper Titles

Study of Aerodynamic Interference Effects on Staggered Double Thin-Walled Hollow Pier
p.1414

The Research on Impact Vibration Test Method for Bridge Piers
p.1418

Influence of Closure Sequences on the Rigid Frame-Continuous Girder Bridge Closure
p.1422

Influence Analysis of Parameters Variation on Dynamic Characteristic for Concrete Filled Steel Tubulur Arch Bridge
p.1429

Experimental Studies on Damages to FRP Reinforce Bridges under the Effect of Limited Overload
p.1433

Study on the Load Test of Xiangjiang Cable-Stayed Bridge
p.1438

Dynamic Modal Assessment of Old Reticular Steel Railway Bridges Undergoing Fatigue Deterioration
p.1442

Study on Mechanical Properties and Field Monitoring of Ballastless CWR on the Bridge in High-Speed Railway
p.1449

Research on the Influence of Track Structural Parameters on Abnormal Rail Corrugation
p.1455

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 361-363Experimental Studies on Damages to FRP Reinforce...

Experimental Studies on Damages to FRP Reinforce Bridges under the Effect of Limited Overload

Abstract:

On the basis of experimental studies on the bending resistance of FRP reinforce bridges under the effect of limited overload with high preloading amplitude values, the relationship between FRP amounts and ultimate loads is analyzed and influences of limited overload on flexural strength, deflection, crack width and height of bridges are fatherly studied. Thus damage effect rules of FRP reinforce bridges are concluded which provide scientific technology supports for the application of fiber reinforce plastic on bridge reinforcement.

You might also be interested in these eBooks

Sustainable Cities Development and Environment Protection

View Preview

Info:

Periodical:

Applied Mechanics and Materials (Volumes 361-363)

Pages:

1433-1437

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.361-363.1433

Citation:

Cite this paper

Online since:

August 2013

Authors:

Ming Li, Fu Sheng Zhu, Li Li Wang, Zhan Sheng Xu

Keywords:

Bearing Capacity, Deflection, FRP, Overload

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

References

[1] Y.X. Yang and Q.W. Li: Technology of strengthening concrete structures with prestressed carbon fiber reinforced polymer sheets(National defence industrial press, Beijing 2010).

Google Scholar

[2] P.Y. Huang, C. Zhao and X.Y. Guo: Science Press. Vol. 18(2009), p.38.

Google Scholar

[3] C. Mota, S. Alminar and D. Svecova: Journal of Composites for Construction. Vol. 10(2006), p.163.

Google Scholar

[4] J.J. Xiong: Fatigue and fracture reliability engineering(National defence industrial press, Beijing 2008).

Google Scholar

[5] S.P. Chen and M.M. Zhang: International Conference on Electric Technology and Civil Engineering(ICETCE). Vol. 24(2011), p.2887.

Google Scholar

[6] J G Teng, J F Chen and S T Smith: FRP Strengthened RC Structures (Architecture& Building Press, Beijing 2005).

Google Scholar

[7] Y. Chen: Mechanics of bimaterial interface beams and its application to fracture of FRP-concrete bonded interfaces( Hohai University, Nanjing2006).

Google Scholar