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Frontiers of Structural and Civil Engineering

, Volume 10, Issue 4, pp 420–437 | Cite as

In-situ condition monitoring of reinforced concrete structures

  • Sanjeev Kumar Verma
  • Sudhir Singh Bhadauria
  • Saleem Akhtar
Research Article

Abstract

Performance of concrete structures is significantly influenced and governed by its durability and resistance to environmental or exposure conditions, apart from its physical strength. It can be monitored, evaluated and predicted through modeling of physical deterioration mechanisms, performance characteristics and parameters and condition monitoring of in situ concrete structures. One such study has been conducted using Non-destructive testing equipment in the city of Bhopal and around located in India. Some selected parameters influencing durability of reinforced concrete (RC) structures such as concrete cover, carbonation depth, chloride concentration, half cell potential and compressive strength have been measured, for establishing correlation among various parameters and age of structures. Effects of concrete cover and compressive strength over the variation of chloride content with time are also investigated.

Keywords

concrete carbonation chloride corrosion monitoring models 

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References

  1. 1.
    Ahmed I, Ahmed M Z. Premature deterioration of concrete structures — case study. Journal of Performance of Constructed Facilities, 1996, 10(4): 164–170CrossRefGoogle Scholar
  2. 2.
    Amleh L, Mirza M S. Corrosion response of a decommissioned deteriorated bridge decks. J Per Constr Fac, 2004, 18(4): 185CrossRefGoogle Scholar
  3. 3.
    Rens K L, Wipf T J, Klaiber F W. Review of nondestructive evaluation techniques of civil infrastructure. J Per Constr Fac, 1997, 11(4): 152–160CrossRefGoogle Scholar
  4. 4.
    Song H, Kwon S, Byun K, Park C. Predicting carbonation in earlyaged cracked concrete. Cement and Concrete Research, 2006, 36(5): 379–389CrossRefGoogle Scholar
  5. 5.
    Pal S C, Mukherjee A, Pathak S R. Corrosion behavior of reinforcement in slag concrete. ACI Materials Journal, 2002, 99(6): 1–7Google Scholar
  6. 6.
    Chai W, Li W, Ba H. Experimental study on predicting service life of concrete in the marine environment. The Open Civil Eng J, 2011, 5: 93–99CrossRefGoogle Scholar
  7. 7.
    Val D V, Chernin L, Stewart M G. Experimental and numerical investigation of corrosion-induced cover cracking in reinforced concrete structures. Journal of Structural Engineering, 2009, 135(4): 376–385CrossRefGoogle Scholar
  8. 8.
    Sangoju B, Gettu R, Bharatkumar B H, Neelamegam M. Chloride induced corrosion of steel in cracked OPC and PPC concretes: Experimental study. Journal of Materials in Civil Engineering, 2011, 23(7): 1057–1066CrossRefGoogle Scholar
  9. 9.
    Pradhan B, Bhattacharjee B. Half cell potential as an indicator of chloride-induced rebar corrosion initiation in RC. Journal of Materials in Civil Engineering, 2009, 21(10): 543–552CrossRefGoogle Scholar
  10. 10.
    Parthiban T, Ravi R, Parthiban G T. Potential monitoring system for corrosion of steel in concrete. Advances in Engineering Software, 2006, 37(6): 375–381CrossRefGoogle Scholar
  11. 11.
    Soylev T A, Fracois R. Corrosion of reinforcement in relation to presence of defects at the interface between steel and concrete. Journal of Materials in Civil Engineering, 2005, 17(4): 447–455CrossRefGoogle Scholar
  12. 12.
    Carino N J. Nondestructive techniques to investigate corrosion status in concrete structures. J Per Constr Fac, 1999, 13(3): 96–106CrossRefGoogle Scholar
  13. 13.
    Sharma S, Mukherje A. Monitoring corrosion in oxide and chloride environments using ultrasonic guided waves. Journal of Materials in Civil Engineering, 2011, 23(2): 207–211CrossRefGoogle Scholar
  14. 14.
    Shah A A, Hirose S. Non linear ultrasonic investigation of concrete damaged under uniaxial compression step loading. Journal of Materials in Civil Engineering, 2010, 22(5): 476–483CrossRefGoogle Scholar
  15. 15.
    Nassr A A, El-Dakhakhni W W. Damage detection of FRPstrengthened concrete structures using capacitance measurements. Journal of Composites for Construction, 2009, 13(6): 486–497CrossRefGoogle Scholar
  16. 16.
    Ervin B L, Kuchama D A, Bernhard J T, Reis H. Monitoring corrosion of rebar embedded in mortar using high frequency guided ultrasonic waves. Journal of Engineering Mechanics, 2009, 135(1): 9–18CrossRefGoogle Scholar
  17. 17.
    Stergiopoulou C, Aggour M S, McCuen R H. Non destructive testing and evaluation of concrete parking garages. J Infra Sys, 2008, 14(4): 319–326CrossRefGoogle Scholar
  18. 18.
    Li G P, Hu F J, Wu Y X. Chloride ion penetration in stressed concrete. Journal of Materials in Civil Engineering, 2011, 23(8): 1145–1153CrossRefGoogle Scholar
  19. 19.
    Tesfamariam S, Martin-Perez B. Bayesian belief network to assess carbonation-induced corrosion in reinforced concrete. Journal of Materials in Civil Engineering, 2008, 20(11): 707–717CrossRefGoogle Scholar
  20. 20.
    Parameswaran L, Kumar R, Sahu G K. Effect of carbonation on concrete bridge service life. J Bid Eng, 2008, 13(1): 75–82Google Scholar
  21. 21.
    Costa A, Appleton J. Chloride penetration in marine environmentpart II: prediction of long term chloride penetration. Scien Rep RILEM 354–359, 1998Google Scholar
  22. 22.
    Rens K L, Kim T. Inspection of Quebec street bridge in Denver, Colardo: destructive and nondestru testing. J Per Constr Fac, 2007, 21(3): 215–224CrossRefGoogle Scholar
  23. 23.
    Yehia S, Abudayyeh O, Nabulsi S, Abdelqader I. Detection of common defects in concrete bridge decks using non desctructive evaluation techniques. Journal of Bridge Engineering, 2007, 12(2): 215–225CrossRefGoogle Scholar
  24. 24.
    Durham S A, Heymsfield E, Tencleve K D. Cracking and reinforcement corrosion in short-span precast concrete bridges. J Per Constr Fac, 2007, 21(5): 390–397CrossRefGoogle Scholar
  25. 25.
    Bola M M B, Newtson C M. Field evaluation of marine structures containing calcium nitrite. J Per Constr Fac, 2005, 19(1): 28–35CrossRefGoogle Scholar
  26. 26.
    Pascale G, Leo A D, Bonora V. Nondestructive assessment of the actual compressive strength of high strength concrete. Journal of Materials in Civil Engineering, 2003, 15(5): 452–459CrossRefGoogle Scholar
  27. 27.
    Dias W P S, Jayanandana A D C. Condition assessment of a deteriorated cement works. J Per Constr Fac, 2003, 17(4): 188–195CrossRefGoogle Scholar
  28. 28.
    Sun Y, Chang T, Liang M. Service life prediction for concrete structures by time-depth dependent chloride diffusion coefficient. Journal of Materials in Civil Engineering, 2010, 22(11): 1187–1190CrossRefGoogle Scholar
  29. 29.
    Masada T, Sargand S M, Tarawneh B, Mitchell G F, Gruver D. Inspection and risk assessment of concrete culverts under Ohio’s bridge. Journal of Performance of Constructed Facilities, 2007, 21(3): 225–233CrossRefGoogle Scholar
  30. 30.
    Huang Y, Adams T M, Pincheira J A. Analysis of life cycle maintenance strategies for concrete bridge decks. Journal of Bridge Engineering, 2004, 9(3): 250–258CrossRefGoogle Scholar
  31. 31.
    Marques P F, Costa A. Service life of RC structures: carbonation induced corrosion. perspective vs. performance-based methodologies. Construction & Building Materials, 2010, 24(3): 258–265CrossRefGoogle Scholar
  32. 32.
    Bastidas-Arteaga E, Sánchez-Silva M, Chateauneuf A, Silva M R. Coupled reliability model of biodeterioration, chloride ingress and cracking for reinforced concrete structures. Structural Safety, 2008, 30(2): 110–129CrossRefGoogle Scholar
  33. 33.
    Cheung M M S, Zhao J, Chan Y B. Service life prediction of RC bridge structures exposed to chloride environments. Journal of Bridge Engineering, 2009, 14(3): 164–178CrossRefGoogle Scholar
  34. 34.
    Cao H T, Sirivivatnanon V. Service life modelling of crack-freed and cracked reinforced concrete members subjected to working load. CIB world building congress, April 2001, Wellington, New Zealand, 2001, 1–11Google Scholar
  35. 35.
    Liang M, Huang R, Feng S, Yeh C. Service life prediction of pier for the existing reinforced concrete bridges in chloride-laden environment. Journal of Marine Science and Technology, 2009, 17(4): 312–319Google Scholar
  36. 36.
    Klinesmith D E, McCuen R H, Albrecht P. Effect of environmental conditions on corrosion rates. Journal of Materials in Civil Engineering, 2007, 19(2): 121–129CrossRefGoogle Scholar
  37. 37.
    Stewart M G, Val D V. Multiple limit states and expected failure costs for deteriorating reinforced concrete bridge. Journal of Bridge Engineering, 2003, 8(6): 405–415CrossRefGoogle Scholar
  38. 38.
    Sobhani J, Ramezaninpour A A. Modeling the corrosion of reinforced concrete structures based on fuzzy systems. In: Proceedings of the 3rd International Conference of Concrete Development. 27–29 April, Tehran, Iran, 2009, 729–741Google Scholar
  39. 39.
    Caner A, Yanmaz A M, Yakut A, Avsar O, Yilmaz T. Service life assessment of existing highway bridges with no planned regular inspections. J Per Constr Fac, 2008, 22(2): 108–114CrossRefGoogle Scholar
  40. 40.
    Li C Q, Lawanwisut W, Zheng J J. Time-dependent reliability method to assess the serviceability of corrosion affected concrete structures. Journal of Structural Engineering, 2005, 131(11): 1674–1680CrossRefGoogle Scholar

Copyright information

© Higher Education Press and Springer-Verlag Berlin Heidelberg 2016

Authors and Affiliations

  • Sanjeev Kumar Verma
    • 1
  • Sudhir Singh Bhadauria
    • 2
  • Saleem Akhtar
    • 2
  1. 1.Department of Civil EngineeringTechnocrats Institute of TechnologyAnand Nagar BhopalIndia
  2. 2.Department of Civil Engineering, Institute of TechnologyRajiv Gandhi Technological UniversityBhopalIndia

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