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Review study towards corrosion mechanism and its impact on the durability of concrete structures

Department of Civil Engineering, Sam Higginbottom University of Agriculture Technology and Sciences (Formerly AAI-DU), Allahabad - 211007, U.P, India

This paper imparts a review study on the causes and factors responsible for corrosion, its initiation and propagation mechanism inside the structures, leading to a better discernment of the problem associated with the durability of the existing structures. This study employs all necessary information related to the corrosion activity, fostering the researchers towards explicating some productive outcome to enhance the durability characteristics as well as the service life of reinforced concrete structures. Different techniques like, Impressed current technique (normally in a range of 1 mA/cm2 to 4 mA/cm2) has been adopted by several authors to induce corrosion artificially to better correlate the result with the natural form of corrosion in the structures. This paper particularly emphasizes on residual flexure and shear capacity of reinforced concrete sections undergoing corrosion mechanism, the effect of which leads to a reduction in strength of up to 50%–60%. Several empirical relationships for the prediction of residual load capacity (flexure and shear) of a reinforced-concrete members and relationships for the surface crack width (lying in a range of 0.05 mm to 15 mm) and weight/mass loss (average loss of 15%–30%) were established based on the data obtained by various experimental observations.
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References

1. Sandhu RS, Singh J, Dhanoa GS (2015) A review on corrosion: causes and prevention. Int J Civil Eng Technol 6: 100–107.

2. Chung DDL (2000) Corrosion control of Steel Reinforced Concrete. J Mater Eng Perform 9: 585–588.    

3. Imam A (2012) Shear strength of corroded reinforced concrete beams. M.S Thesis, Department of Civil Engineering, King Fahd University of Petroleum and Minerals, Dhahran.

4. Dhawan S, Bhalla S, Bhattacharjee B (2014) Reinforcement Corrosion in Concrete Structures and Service Life Predictions–A Review. 9th International Symposium on Advanced Science and Technology in Experimental Mechanics, New Delhi, India, 1–6 November.

5. Kumar V, Singh R, Quraishi MA (2013) A Study on Corrosion of Reinforcement in Concrete and Effect of Inhibitor on service life of RCC. J Mater Environ Sci 4: 726–731.

6. Ahmad S (2017) Prediction of residual flexural strength of corroded reinforced concrete beams. Anti-Corros Method M 64: 69–74.    

7. Rathod NG, Moharana NC (2015) Advanced methods of corrosion monitoring a review. Int J Res Eng Technol 04: 413–420.

8. Bhunia D, Singh SB, Imam A (2013) A Study on Effect of Carbonation on the Properties of Concrete. 3rd UKIERI Concrete Congress: Innovations in Concrete Construction International Conference, NIT Jalandhar, India, March 5–8.

9. Mangat PS, Elgarf MS (1999) Flexural Strength of concrete beams with corroding reinforcement. ACI Struct J 96: 159–158.

10. Ahmad S (2003) Reinforcement corrosion in concrete structures, its monitoring and service life prediction––a review. Cement Concrete Comp 25: 459–471.    

11. Rodriguez J, Ortega LM, Casal J (1997) Load carrying capacity of concrete structures with corroded reinforcement. Constr Build Mater 2: 239–248.

12. Femi OT (2014) A Contemporary Review of the Effects of Corrosion of Damaged Concrete Cover on the Structural Performance of Concrete Structure Using CFRP Strengthened Corroded Beam. J Multidiscip Eng Sci Technol 1: 91–99.

13. Cairns J, Dut Y, Law D (2008) Structural performance of corrosion-damaged concrete beams. Mag Concrete Res 60: 359–370.    

14. Huang R, Yang CC (1997) Condition assessment of reinforced concrete beams relative to reinforcement corrosion. Cement Concrete Comp 19: 131–137.    

15. Austin SA, Lyons R, Ing MJ (2004) Electrochemical Behavior of Steel-Reinforced Concrete during Accelerated Corrosion Testing. Corrosion 60: 203–212.    

16. Ahmad S (2009) Techniques for inducing Accelerated Corrosion of Steel in Concrete. Arabian J Sci Eng 34: 95–104.

17. Ha TH, Muralidharan S, Bae JH, et al. (2007) Accelerated Short Term Techniques to Evaluate the Corrosion Performance of Steel in Fly Ash Blended Concrete. Build Environ 42: 78–85.    

18. Care S, Raharinaivo A (2007) Influence of Impressed Current on the Initiation of Damage in Reinforced Mortar due to Corrosion of Embedded Steel. Cement Concrete Res 37: 1598–1612.    

19. Ahmad S, Bhattacharjee B, Wason R (1997) Experimental Service Life Prediction of Rebar-Corroded Reinforced Concrete Structure. ACI Mater J 94: 311–316.

20. Azad AK, Ahmad S, Azher SA (2007) Residual Strength of Corrosion-Damaged Reinforced Concrete Members. ACI Mater J 104: 303–310.

21. Maaddawy TAE, Soudki KA (2003) Effectiveness of Impressed Current Technique to Simulate Corrosion of Steel Reinforcement in Concrete. ASCE J Mater Civil Eng 15: 41–47.    

22. Ahmad S (2014) An experimental study on correlation between concrete resistivity and reinforcement corrosion rate. Anti-Corros Method M 61: 158–165.    

23. Yuan Y, Ji Y, Shah SP (2007) Comparison of Two Accelerated Corrosion Techniques for Concrete Structures. ACI Struct J 104: 344–347.

24. Auyeung Y, Balaguru P, Chung L (2000) Bond Behavior of Corroded Reinforcement Bars. ACI Mater J 97: 214–220.

25. Husain A, Al-Bahar S, Salam SA, et al. (2004) Accelerated AC Impedance Testing for Prequalification of Marine Construction Materials. Desalination 165: 377–384.    

26. Torres-Acosta AA, Navarro-Gutierrez S, Teran-Guillen J (2007) Residual flexure capacity of corroded reinforced concrete beams. Eng Struct 29: 1145–1152.    

27. O'Flaherty FJ, Mangat PS, Lambert P, et al. (2010) Influence of shear reinforcement corrosion on the performance of under-reinforced concrete beams. In: SAUSE, Richard and FRANGOPOL, Dan, (eds.) Bridge, maintenance, safety and management. CRC press.

28. Torres-Acosta AA, Martnez-Madrid M (2003) Residual Life of Corroding Reinforced Concrete Structures in Marine Environment. J Mater Civil Eng 15: 344–353.    

29. Parthiban T, Ravi R, Parthiban GT (2006) Potential monitoring system for corrosion of steel in concrete. Adv Eng Softw 37.

30. Elsener B (2001) Half-cell potential mapping to assess repair work on RC structures. Constr Build Mater 15: 133–139.    

31. Verma SK, Bhadauria SS, Akhtar S (2014) Monitoring Corrosion of Steel Bars in Reinforced Concrete Structures. The Scientific World Journal Vol 2014: Article ID 957904, 1–9.

32. Otieno M, Beushausen H, Alexander M (2011) Prediction of Corrosion Rate in RC Structures-A Critical Review. In: Andrade C., Mancini G. (eds) Modelling of Corroding Concrete Structures. RILEM Bookseries, Springer, Dordrecht.

33. Gu XL, Zhang WP, Shang DF, et al. (2010) Flexural Behavior of Corroded Reinforced Concrete Beams. 12th Biennial International Conference on Engineering, Construction, and Operations in Challenging Environments; and Fourth NASA/ARO/ASCE Workshop on Granular Materials in Lunar and Martian Exploration, Honolulu, Hawaii, United States.

34. Shannag MJ, Al-Ateek SA (2006) Flexural behavior of strengthened concrete beams with corroding reinforcement. Constr Build Mater 20: 834–840.    

35. Mohammed Ali TK (2014) Flexural behavior of reinforced beams reinforced with corrosive rebar. Int J Civil Struct Eng 5: 64–73.

36. Torres-Acosta AA, Navarro-Gutierrez S, Teran-Guillen J (2007) Residual flexure capacity of corroded reinforced concrete beams. Eng Struct 29: 1145–1152.    

37. Azad AK, Ahmad S, Al-Gohi BHA (2010) Flexural strength of corroded reinforced concrete beams. Mag Concrete Res 62: 405–414.    

38. Tachibana Y, Maeda K, Kajikawa Y, et al. (1990) Mechanical behaviour of RC beam damaged by corrosion of reinforcement. 3rd International Symposium on Corrosion of reinforcement in Concrete Construction, Wishaw, UK, 178–187.

39. Andrade C, Alonso C, Molina FJ (1993) Cover cracking as a function of bar corrosion. Mater Struct 26: 532–548.    

40. Almusallam AA (2001) Effect of degree of corrosion on the properties of reinforcing steel bars. Constr Build Mater 15: 361–368.

41. Apostolopoulos CA, Papadopoulos MP, Pantelakis SG (2006) Tensile behavior of corroded reinforcing steel bars B St. 500s. Constr Build Mater 20: 782–789.    

42. Maslehuddin M, Allamt IM, Saricimen H, et al. (1993) Influence of atmospheric corrosion on the mechanical properties of reinforcing steel. Constr Build Mater 8: 35–41.

43. Imam A, Anifowose F, Azad AK (2015) Residual strength of corroded reinforced concrete beams using an Adaptive Model based on ANN. Int J Concr Struct M 9: 159–172.    

44. Wang XH, Liu XL (2006) Bond strength modelling for corroded reinforcement. Constr Build Mater 20: 177–186.    

45. Imam A, Kazmi ZA (2017) Modified regression and ANN model for load carrying capacity of corroded reinforced concrete beam. AIMS Mater Sci 4: 1140-1164.    

46. Abdalla JA, Elsanosi A, Abdelwahab A (2007) Modelling and simulation of shear resistance of R/C beams using artificial neural network. J Franklin I 344: 741–756.    

47. Wu X, Ghaboussi J, Garrett JH (1992) Use of neural networks in detection of structural damage. Comput Struct 42: 649–659.    

48. Imam A, Azad AK (2016) Prediction of residual shear strength of corroded reinforced concrete beams. Int J Adv Struct Eng 8: 307–318.

49. Xue X, Seki H (2010) Influence of Longitudinal Bar Corrosion on Shear Behavior of RC Beams. J Adv Concrete Technol 8: 145–156.    

50. Juarez CA, Guevara B, Fajardo G, et al. (2011) Ultimate and nominal shear strength in reinforced concrete beams deteriorated by corrosion. Eng Struct 33: 3189–3196.    

51. Xia J, Jin Wei-liang, Li Long-Yuan (2011) Shear performance of reinforced concrete beams with corroded stirrups in chloride environment. Corros Sci 53: 1794–1805.    

52. Suffern C, El-Sayed A, Soudki K (2010) Shear strength of disturbed regions with corroded stirrups in reinforced concrete beams. Can J Civil Eng 37: 1045–1056.    

53. Cabrera JG, Ghoddousi P (1992) The effect of reinforcement corrosion on the strength of the steel concrete interface. International Conference Bond in Concrete from Research to Practice Proceedings, 11–24.

54. Huang R, Yang CC (1997) Condition assessment of reinforced concrete beams relative to reinforcement corrosion. Cement Concrete Compos 19: 131–137.    

55. Uomoto T, Misra S (1988) Behaviour of concrete beams and columns in marine environment when corrosion of reinforcing bars takes place. Proceedings of 2nd International Conference on Concrete in Marine Environment, St. Andrews-by-the-Sea, Canada, 127–146.

© 2018 the Author(s), licensee AIMS Press. This is an open access article distributed under the terms of the Creative Commons Attribution Licese (http://creativecommons.org/licenses/by/4.0)

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