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Experimental study on durability of strengthened corroded RC columns with FRP sheets in tidal zone of marine environment

  • Kashi, Amin (Department of Civil and Environmental Engineering, Amirkabir University of Technology) ;
  • Ramezanianpour, Ali Akbar (Department of Civil and Environmental Engineering, Amirkabir University of Technology) ;
  • Moodi, Faramarz (Department of Civil and Environmental Engineering, Concrete Technology and Durability Research Center (CTDRc), Amirkabir University of Technology)
  • Received : 2016.09.23
  • Accepted : 2017.01.03
  • Published : 2017.04.25

Abstract

The main objective of this paper was to illuminate the effect of marine environmental condition on durability of reinforced concrete (RC)-corroded columns strengthened with carbon fiber reinforced polymer (CFRP) and glass fiber reinforced polymer (GFRP) layers. Small-scale columns were prepared and corroded by an accelerated corrosion process. After strengthening, compressive strength tests were carried out on control and weathered specimens. In this research, a marine simulator was designed and constructed similar to the tidal zone of marine environment in south of Iran which was selected as a case study in this research. Mechanical properties of wrapped specimens were studied after placing them inside the simulator for 3000 hours. Marine environment decreased ultimate strength by 4.5% and 26.3% in CFRP and GFRP-wrapped columns, respectively. In some corroded-columns, strengthening was carried out after replacing damaged cover by self-compacted mortar. In this method, by confining with one layer of CFRP and GFRP, 4.2% and 22.4% reduction in ultimate strength was observed, respectively, after exposure. Furthermore, the elastic-brittle behavior has been verified in this retrofit method. Also results of tension tests revealed, the ultimate tensile strength was degraded by 2% and 28.8% in CFRP and GFRP sheets, respectively, after applying marine exposure.

Keywords

Acknowledgement

Supported by : Amirkabir University of Technology

References

  1. ACI 440.2R-08 (2008), Guide for the Design and Construction of Externally Bonded FRP Systems for Strengthening Concrete Structures, Michigan, U.S.A.
  2. ASTM D3039/D3039M (2008), Standard Test Method for Bearing Response of Polymer Matrix Composite Laminates, U.S.A.
  3. Bank, L.C. (2006), Composites for Construction: Structural Design with FRP Materials, John Wiley & Sons, New Jersey, U.S.A.
  4. Belarbi, A. and Bae, S.W. (2007), "An experimental study on the effect of environmental exposures and corrosion on RC columns with FRP composite jackets", Compos.: Part B, 38(5-6), 674-684. https://doi.org/10.1016/j.compositesb.2006.09.004
  5. Böer, P., Holliday, L. and Kang, T.H.K. (2013), "Independent environmental effects on durability of fiber-reinforced polymer wraps in civil applications: A review", Constr. Build. Mater., 48, 360-370. https://doi.org/10.1016/j.conbuildmat.2013.06.077
  6. Boer, P., Holliday, L. and Kang, T.H.K. (2014), "Interaction of environmental factors on fiber-reinforced polymer composites and their inspection and maintenance: A review", Constr. Build. Mater., 50, 209-218. https://doi.org/10.1016/j.conbuildmat.2013.09.049
  7. Costa, A. and Appleton, J. (2002), "Case studies of concrete deterioration in a marine environment in Portugal", Cement Concrete Compos., 24(1), 169-179. https://doi.org/10.1016/S0958-9465(01)00037-3
  8. Cromwell, J.R., Harries, K.A. and Shahrooz, B.M. (2011), "Environmental durability of externally bonded FRP materials intended for repair of concrete structures", Constr. Build. Mater., 25(5), 2528-2539. https://doi.org/10.1016/j.conbuildmat.2010.11.096
  9. EFNARC (2005), Specification and Guidelines for Self-Compacting Concrete.
  10. Gharachourlou, A. and Ramezanianpour, A.A. (2010), "Resistance of concrete specimens strengthened with FRP sheets to the penetration of chloride ions", Arab. J. Sci. Eng., 35(1B), 141-154.
  11. Guneyisi, E., Gesoglu, M., Karaboga, F. and Mermerdas, K. (2013), "Corrosion behavior of reinforcing steel embedded in chloride contaminated concretes with and without metakaolin", Compos.: Part B, 45(1), 1288-1295. https://doi.org/10.1016/j.compositesb.2012.09.085
  12. Joshi, J., Arora, H.C. and Sharma, U.K. (2015), "Structural performance of differently confined and strengthened corroding reinforced concrete columns", Constr. Build. Mater., 82, 287-295. https://doi.org/10.1016/j.conbuildmat.2015.02.056
  13. Karbhari, V.M. and Zhao, L. (1998), "Issues related to composite plating and environmental exposure effects on compositeconcrete interface in external strengthening", Compos. Struct., 40(3-4), 293-304. https://doi.org/10.1016/S0263-8223(98)00031-2
  14. Micelli, F., Myers, J. and Murthy, S. (2002), "Performance of FRP confined concrete subjected to accelerated environmental conditioning", Proceedings of the 2nd International Conference on Durability of Fiber Reinforced Polymer (FRP) Composites for Construction, Montreal, Quebec, Canada.
  15. Nossoni, G., Harichandran, R.S. and Baiyasi, M.I. (2015), "Rate of reinforcement corrosion and stress concentration in concrete columns repaired with bonded and unbonded FRP wraps", J. Compos. Constr., 19(5), 04014080. https://doi.org/10.1061/(ASCE)CC.1943-5614.0000547
  16. Otieno, M., Beushausen, H. and Alexander, M. (2016), "Chlorideinduced corrosion of steel in cracked concrete-part I: Experimental studies under accelerated and natural marine environments", Cement Concrete Res., 79, 373-385. https://doi.org/10.1016/j.cemconres.2015.08.009
  17. Pantazopoulou, S.J., Bonacci, J.F., Sheikh, S., Thomas, M.D.A. and Hearn, N. (2001), "Repair of corrosion-damaged columns with FRP wraps", J. Compos. Constr., 5(1), 3-11. https://doi.org/10.1061/(ASCE)1090-0268(2001)5:1(3)
  18. Pech-Canul, M.A. and Castro, P. (2002), "Corrosion measurements of steel reinforcement in concrete exposed to a tropical marine atmosphere", Cement Concrete Res., 32(3), 491-498. https://doi.org/10.1016/S0008-8846(01)00713-X
  19. Safehian, M. and Ramezanianpour, A.A. (2015), "Prediction of RC structure service life from field long term chloride diffusion", Comput. Concrete, 15(4), 589-606. https://doi.org/10.12989/cac.2015.15.4.589
  20. Shi, X., Xie, N., Fortune, K. and Gong, J. (2012), "Durability of steel reinforced concrete in chloride environments: An overview", Constr. Build. Mater., 30, 125-138. https://doi.org/10.1016/j.conbuildmat.2011.12.038
  21. Silva, M.A.G., Da Fonseca, B.S. and Biscaia, H. (2014), "On estimates of durability of FRP based on accelerated tests", Compos. Struct., 116, 377-387. https://doi.org/10.1016/j.compstruct.2014.05.022
  22. Sun, J., Huang, Q. and Ren, Y. (2015), "Performance deterioration of corroded RC beams and reinforcing bars under repeated loading", Constr. Build. Mater., 96, 404-415. https://doi.org/10.1016/j.conbuildmat.2015.08.066
  23. Tastani, S.P. and Pantazopoulou, S.J. (2004), "Experimental evaluation of FRP jackets in upgrading RC corroded columns with substandard detailing", Eng. Struct., 26(6), 817-829. https://doi.org/10.1016/j.engstruct.2004.02.003
  24. Xie, J. and Hu, R. (2013), "Experimental study on rehabilitation of corrosion-damaged reinforced concrete beams with carbon fiber reinforced polymer", Constr. Build. Mater., 38, 708-716. https://doi.org/10.1016/j.conbuildmat.2012.09.023

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