Review of Durability of Fiber Reinforced Polymer (FRP) Reinforced Concrete Structure

Abstract:

With the wide application of FRP reinforced concrete structure, the durability of FRP reinforced concrete structure causing more and more attention . This paper introduce domestic and foreign research situation of durability of FRP reinforced concrete structure in three aspects including FRP material, epoxy resin and FRP reinforced concrete structures .

• Periodical: Applied Mechanics and Materials (Volumes 548-549)
• Pages: 1651-1654
• DOI: https://doi.org/10.4028/www.scientific.net/AMM.548-549.1651
• Online since: April 2014
• Authors: Yao Hong Huang*, Yong Chang Guo
• Keywords: Concrete, Durability, FRP, Reinforced

References

[1] Huang P, Zhou H, Zheng X, et al. On the experimental method for durability measurement of RC members strengthened with FRP served in hot and humid environments[J]. experimental mechanics, 2011(5): 603-610.

[2] Li C, Gao D, Zhao J. Experimental study on durability of FRP entirely-wrapped concrete cylinders and FRP strip-wrapped concrete cylinders under wet-dry cycles in salt solution[J]. Civil Engineering Journal, 2009(11): 8-14.

DOI: 10.33915/etd.1881

[3] Li C. Experimental study on durability of FRP strengthened concrete structure[D]., 2006.

[4] Yang Y. Durability of fiber reinforced polymer[J]. China building materials science and technology, 2010(S1): 73-77.

[5] YUe Q, Yang Y, Saha M K. Experimental study on natural aging property of CFRP under different environments[J]. Industrial Architecture, 2008(2): 1-3.

[6] Li S, Ren H T, Huang C K, et al. Combined effects of temperature and alkaline solution on durability of FRP sheets[J]. Journal of Building Materials, 2010(1): 94-99.

[7] YongXin Y, Wei C, MingShan M. DURABILITY OF BASALT FIBER SHEETS UNDER WET-DRY CYCLING IN SEAWATER[J]. Industrial Architecture, 2010(4): 5-8.

[8] Garden H N, Hollaway L C, Thorne A M. The strengthening and deformation behaviour of reinforced concrete beams upgraded using prestressed composite plates[J]. MATERIALS AND STRUCTURES, 1998: 247-258.

DOI: 10.1007/bf02480423

[9] Yang Y, Yang M, Zhao Y, et al. The influence of infused resin on durability of CFRP sheets under the environment of northwest China [J]. Industrial Architecture, 2008(2): 15-17.

[10] Yue Q, YongXin Y, ChunHong G, et al. RELATIONSHIP BETWEEN ACCELERATED AND OUTDOOR EXPOSURE EXPERIMENT RESULTS OF SATURATING RESIN[J]. Industrial Architecture, 2006(8): 1-5.

[11] Toutanji H, Deng Y. Strength and durability performance of concrete axially loaded members confined with AFRP composite sheets[J]. Composites Part B: Engineering, 2002, 33(4): 255-261.

DOI: 10.1016/s1359-8368(02)00016-1

[12] Toutanji H A. Durability characteristics of concrete columns confined with advanced composite materials[J]. Composite Structures, 1999, 44(2-3): 155-161.

DOI: 10.1016/s0263-8223(98)00125-1

[13] Yang Y, Hu H, Wang X. Experiment on durability of concrete members strengthened by basalt fiber sheets under salt fog corrosion environment[J]. Industrial Architecture, 2010(4): 1-4.

[14] Tan K H, Saha M K, Liew Y S. FRP-strengthened RC beams under sustained loads and weathering[J]. Cement and Concrete Composites, 2009, 31(5): 290-300.

DOI: 10.1016/j.cemconcomp.2009.03.002

[15] Abanilla M A, Li Y, Karbhari V M. Durability characterization of wet layup graphite/epoxy composites used in external strengthening[J]. Composites Part B: Engineering, 2005, 37: 200-212.

DOI: 10.1016/j.compositesb.2005.05.016

[16] Silva M A G, Biscaia H. Degradation of bond between FRP and RC beams[J]. Composite Structures, 2008, 85(2): 164-174.

DOI: 10.1016/j.compstruct.2007.10.014

[17] Mukhopadhyaya P, Swamy R N, Lynsdale C J. Influence of aggressive exposure conditions on the behaviour of adhesive bonded concrete CGFRP joints[J]. Construction and Building Materials, 1998, 12(8): 427-446.

DOI: 10.1016/s0950-0618(98)00030-0