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International Journal of Corrosion
Volume 2016, Article ID 3075184, 22 pages
http://dx.doi.org/10.1155/2016/3075184
Review Article

Seismic Behavior of Corroded RC Bridges: Review and Research Gaps

Department of Civil Engineering, University of Canterbury, Private Bag 4800, Christchurch 8140, New Zealand

Received 20 November 2015; Accepted 7 April 2016

Academic Editor: Flavio Deflorian

Copyright © 2016 Kaveh Andisheh et al. This is an open access article distributed under the Creative Commons Attribution License, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.

Linked References

  1. B. Hansen, “ASCE's infrastructure report card gives nation a D, estimate cost at $2.2 trillion,” ASCE News, vol. 34, no. 2, pp. 1–4, 2009. View at Google Scholar
  2. R. R. Hussain and T. Ishida, “Critical carbonation depth for initiation of steel corrosion in fully carbonated concrete and development of electrochemical carbonation induced corrosion model,” International Journal of Electrochemical Science, vol. 4, no. 8, pp. 1178–1195, 2009. View at Google Scholar · View at Scopus
  3. K. A. T. Vu and M. G. Stewart, “Structural reliability of concrete bridges including improved chloride-induced corrosion models,” Structural Safety, vol. 22, no. 4, pp. 313–333, 2000. View at Publisher · View at Google Scholar · View at Scopus
  4. D. Coronelli and P. Gambarova, “Structural assessment of corroded reinforced concrete beams: modeling guidelines,” Journal of Structural Engineering, vol. 130, no. 8, pp. 1214–1224, 2004. View at Publisher · View at Google Scholar · View at Scopus
  5. K. Stanish, R. D. Hooton, and S. J. Pantazopoulou, “Corrosion effects on bond strength in reinforced concrete,” ACI Structural Journal, vol. 96, no. 6, pp. 915–921, 1999. View at Google Scholar · View at Scopus
  6. Y. Auyeung, P. Balaguru, and L. Chung, “Bond behavior of corroded reinforcement bars,” ACI Materials Journal, vol. 97, no. 2, pp. 214–220, 2000. View at Google Scholar
  7. H.-S. Lee, T. Noguchi, and F. Tomosawa, “Evaluation of the bond properties between concrete and reinforcement as a function of the degree of reinforcement corrosion,” Cement and Concrete Research, vol. 32, no. 8, pp. 1313–1318, 2002. View at Publisher · View at Google Scholar · View at Scopus
  8. C. Fang, K. Lundgren, M. Plos, and K. Gylltoft, “Bond behaviour of corroded reinforcing steel bars in concrete,” Cement and Concrete Research, vol. 36, no. 10, pp. 1931–1938, 2006. View at Publisher · View at Google Scholar · View at Scopus
  9. L. Berto, P. Simioni, and A. Saetta, “Numerical modelling of bond behaviour in RC structures affected by reinforcement corrosion,” Engineering Structures, vol. 30, no. 5, pp. 1375–1385, 2008. View at Publisher · View at Google Scholar · View at Scopus
  10. A. R. L. Kivell, “Effects of bond deterioration due to corrosion on seismic performance of reinforced concrete structures,” 2012.
  11. U. Angst, B. Elsener, C. K. Larsen, and Ø. Vennesland, “Critical chloride content in reinforced concrete—a review,” Cement and Concrete Research, vol. 39, no. 12, pp. 1122–1138, 2009. View at Publisher · View at Google Scholar · View at Scopus
  12. S. E. Hussain, A. S. Al-Gahtani, and Rasheeduzzafar, “Chloride threshold for corrosion of reinforcement in concrete,” ACI Materials Journal, vol. 93, no. 6, pp. 534–538, 1996. View at Google Scholar · View at Scopus
  13. K. Y. Ann and H.-W. Song, “Chloride threshold level for corrosion of steel in concrete,” Corrosion Science, vol. 49, no. 11, pp. 4113–4133, 2007. View at Publisher · View at Google Scholar · View at Scopus
  14. C. Alonso, C. Andrade, M. Castellote, and P. Castro, “Chloride threshold values to depassivate reinforcing bars embedded in a standardized OPC mortar,” Cement and Concrete Research, vol. 30, no. 7, pp. 1047–1055, 2000. View at Publisher · View at Google Scholar · View at Scopus
  15. G. K. Glass and N. R. Buenfeld, “The influence of chloride binding on the chloride induced corrosion risk in reinforced concrete,” Corrosion Science, vol. 42, no. 2, pp. 329–344, 2000. View at Publisher · View at Google Scholar · View at Scopus
  16. T. Maruya, K. Hsu, H. Takeda, and S. Tangtermsirikul, “Numerical modeling of steel corrosion in concrete structures due to chloride ion, oxygen and water movement,” Journal of Advanced Concrete Technology, vol. 1, no. 2, pp. 147–160, 2003. View at Publisher · View at Google Scholar
  17. R. B. Polder, “Critical chloride content for reinforced concrete and its relationship to concrete resistivity,” Materials and Corrosion, vol. 60, no. 8, pp. 623–630, 2009. View at Publisher · View at Google Scholar · View at Scopus
  18. U. Angst, A. Rønnquist, B. Elsener, C. K. Larsen, and Ø. Vennesland, “Probabilistic considerations on the effect of specimen size on the critical chloride content in reinforced concrete,” Corrosion Science, vol. 53, no. 1, pp. 177–187, 2011. View at Publisher · View at Google Scholar · View at Scopus
  19. C. Andrade, I. R. Maribona, S. Feliu, J. A. González, and S. Feliu Jr., “The effect of macrocells between active and passive areas of steel reinforcements,” Corrosion Science, vol. 33, no. 2, pp. 237–249, 1992. View at Publisher · View at Google Scholar · View at Scopus
  20. M. Raupach, “Chloride-induced macrocell corrosion of steel in concrete—theoretical background and practical consequences,” Construction and Building Materials, vol. 10, no. 5, pp. 329–338, 1996. View at Publisher · View at Google Scholar · View at Scopus
  21. M. Raupach, Corrosion of Reinforcement in Concrete: Mechanisms, Monitoring, Inhibitors and Rehabilitation Techniques, Woodhead, Cambridge, UK, 2007.
  22. J. Warkus and M. Raupach, “Numerical modelling of macrocells occurring during corrosion of steel in concrete,” Materials and Corrosion, vol. 59, no. 2, pp. 122–130, 2008. View at Publisher · View at Google Scholar · View at Scopus
  23. J. Warkus and M. Raupach, “Modelling of reinforcement corrosion—geometrical effects on macrocell corrosion,” Materials and Corrosion, vol. 61, no. 6, pp. 494–504, 2010. View at Publisher · View at Google Scholar · View at Scopus
  24. K. Tuutti, Corrosion of Steel in Concrete, Swedish Cement and Concrete Research Institute, Stockholm, Sweden, 1982.
  25. P. C. Pistorius and G. T. Burstein, “Metastable pitting corrosion of stainless steel and the transition to stability,” Philosophical Transactions of the Royal Society A: Mathematical, Physical and Engineering Sciences, vol. 341, no. 1662, pp. 531–559, 1992. View at Publisher · View at Google Scholar
  26. G. T. Burstein, P. C. Pistorius, and S. P. Mattin, “The nucleation and growth of corrosion pits on stainless steel,” Corrosion Science, vol. 35, no. 1–4, pp. 57–62, 1993. View at Publisher · View at Google Scholar · View at Scopus
  27. N. J. Laycock and R. C. Newman, “Localised dissolution kinetics, salt films and pitting potentials,” Corrosion Science, vol. 39, no. 10-11, pp. 1771–1790, 1997. View at Publisher · View at Google Scholar · View at Scopus
  28. L. Bertolini, B. Elsener, P. Pedeferri, and R. Polder, Corrosion of Steel in Concrete: Prevention Diagnosis Repair, Wiley-VCH, Weinheim, Germany, 2004.
  29. J. P. Broomfield, Corrosion of Steel in Concrete: Understanding, Investigation and Repair, Taylor & Francis, 2002.
  30. U. Angst, B. Elsener, C. K. Larsen, and Ø. Vennesland, “Chloride induced reinforcement corrosion: rate limiting step of early pitting corrosion,” Electrochimica Acta, vol. 56, no. 17, pp. 5877–5889, 2011. View at Publisher · View at Google Scholar · View at Scopus
  31. A. A. Torres-Acosta and M. Martínez-Madrid, “Residual life of corroding reinforced concrete structures in marine environment,” Journal of Materials in Civil Engineering, vol. 15, no. 4, pp. 344–353, 2003. View at Publisher · View at Google Scholar · View at Scopus
  32. M. G. Stewart, “Mechanical behaviour of pitting corrosion of flexural and shear reinforcement and its effect on structural reliability of corroding RC beams,” Structural Safety, vol. 31, no. 1, pp. 19–30, 2009. View at Publisher · View at Google Scholar · View at Scopus
  33. D. V. Val and R. E. Melchers, “Reliability of deteriorating RC slab bridges,” Journal of Structural Engineering, vol. 123, no. 12, pp. 1638–1644, 1997. View at Publisher · View at Google Scholar · View at Scopus
  34. O. B. Isgor and A. G. Razaqpur, “Predicting the initiation and propagation of corrosion in reinforced concrete structures,” in Proceedings of the 4th Structural Specialty Conference of Canadian Society for Civil Engineering, Montreal, Canada, June 2002.
  35. C. Alonso, C. Andrade, and J. A. González, “Relation between resistivity and corrosion rate of reinforcements in carbonated mortar made with several cement types,” Cement and Concrete Research, vol. 18, no. 5, pp. 687–698, 1988. View at Publisher · View at Google Scholar · View at Scopus
  36. W. López and J. A. González, “Influence of the degree of pore saturation on the resistivity of concrete and the corrosion rate of steel reinforcement,” Cement and Concrete Research, vol. 23, no. 2, pp. 368–376, 1993. View at Publisher · View at Google Scholar · View at Scopus
  37. G. Balabanić, N. Bićanić, and A. Dureković, “Mathematical modeling of electrochemical steel corrosion in concrete,” Journal of Engineering Mechanics, vol. 122, no. 12, pp. 1113–1122, 1996. View at Publisher · View at Google Scholar · View at Scopus
  38. G. Balabanić, N. Bićanić, and A. Đureković, “The influence of w/c ratio, concrete cover thickness and degree of water saturation on the corrosion rate of reinforcing steel in concrete,” Cement and Concrete Research, vol. 26, no. 5, pp. 761–769, 1996. View at Publisher · View at Google Scholar · View at Scopus
  39. M. J. Katwan, T. Hodgkiess, and P. D. Arthur, “Electrochemical noise technique for the prediction of corrosion rate of steel in concrete,” Materials and Structures, vol. 29, no. 5, pp. 286–294, 1996. View at Google Scholar · View at Scopus
  40. H. Yalçyn and M. Ergun, “The prediction of corrosion rates of reinforcing steels in concrete,” Cement and Concrete Research, vol. 26, no. 10, pp. 1593–1599, 1996. View at Publisher · View at Google Scholar · View at Scopus
  41. S. C. Kranc and A. A. Sagüés, “Modeling the time-dependent response to external polarization of a corrosion macrocell on steel in concrete,” Journal of the Electrochemical Society, vol. 144, no. 8, pp. 2643–2652, 1997. View at Publisher · View at Google Scholar · View at Scopus
  42. C. Alonso, C. Andrade, X. R. Nóvoa, M. Izquierdo, and M. C. Pérez, “Effect of protective oxide scales in the macrogalvanic behaviour of concrete reinforcements,” Corrosion Science, vol. 40, no. 8, pp. 1379–1389, 1998. View at Publisher · View at Google Scholar · View at Scopus
  43. C. Alonso, C. Andrade, J. Rodriguez, and J. M. Diez, “Factors controlling cracking of concrete affected by reinforcement corrosion,” Materials and Structures, vol. 31, no. 211, pp. 435–441, 1996. View at Google Scholar · View at Scopus
  44. T. Liu and R. W. Weyers, “Modeling the dynamic corrosion process in chloride contaminated concrete structures,” Cement and Concrete Research, vol. 28, no. 3, pp. 365–379, 1998. View at Publisher · View at Google Scholar · View at Scopus
  45. M. Raupach and J. Gulikers, “A simplified method to estimate corrosion rates—a new approach based on investigations of macrocells,” in Durability of Building Materials and Components 8: Service Life and Durability of Materials and Components, vol. 1, chapter 36, p. 376, 1999. View at Google Scholar
  46. K. Takewaka, T. Yamaguchi, and S. Maeda, “Simulation model for deterioration of concrete structures due to chloride attack,” Journal of Advanced Concrete Technology, vol. 1, no. 2, pp. 139–146, 2003. View at Publisher · View at Google Scholar
  47. J. Gulikers, “Theoretical considerations on the supposed linear relationship between concrete resistivity and corrosion rate of steel reinforcement,” Materials and Corrosion, vol. 56, no. 6, pp. 393–403, 2005. View at Publisher · View at Google Scholar · View at Scopus
  48. B. Huet, V. L'hostis, G. Santarini, D. Feron, and H. Idrissi, “Steel corrosion in concrete: determinist modeling of cathodic reaction as a function of water saturation degree,” Corrosion Science, vol. 49, no. 4, pp. 1918–1932, 2007. View at Publisher · View at Google Scholar · View at Scopus
  49. A. Scott and M. G. Alexander, “The influence of binder type, cracking and cover on corrosion rates of steel in chloride-contaminated concrete,” Magazine of Concrete Research, vol. 59, no. 7, pp. 495–505, 2007. View at Publisher · View at Google Scholar · View at Scopus
  50. I. Martínez and C. Andrade, “Examples of reinforcement corrosion monitoring by embedded sensors in concrete structures,” Cement and Concrete Composites, vol. 31, no. 8, pp. 545–554, 2009. View at Publisher · View at Google Scholar · View at Scopus
  51. M. Otieno, H. Beushausen, and M. Alexander, “Prediction of corrosion rate in RC structures—a critical review,” in Modelling of Corroding Concrete Structures, C. Andrade and G. Mancini, Eds., vol. 5 of RILEM Bookseries, Springer, Berlin, Germany, 2011. View at Publisher · View at Google Scholar
  52. M. Otieno, H. Beushausen, and M. Alexander, “Prediction of corrosion rate in reinforced concrete structures—a critical review and preliminary results,” Materials and Corrosion, vol. 63, no. 9, pp. 777–790, 2012. View at Publisher · View at Google Scholar · View at Scopus
  53. ASTM, Standard Test Method for Half-Cell Potentials of Uncoated Reinforcing Steel in Concrete, ASTM C876-91, ASTM, West Conshohocken, Pa, USA, 1999.
  54. B. Elsener, C. Andrade, J. Gulikers, R. Polder, and M. Raupach, “Hall-cell potential measurements—potential mapping on reinforced concrete structures,” Materials and Structures, vol. 36, no. 261, pp. 461–471, 2003. View at Publisher · View at Google Scholar · View at Scopus
  55. M.-T. Liang, L.-H. Lin, and C.-H. Liang, “Service life prediction of existing reinforced concrete bridges exposed to chloride environment,” Journal of Infrastructure Systems, vol. 8, no. 3, pp. 76–85, 2002. View at Publisher · View at Google Scholar · View at Scopus
  56. Y. Zhao, H. Ren, H. Dai, and W. Jin, “Composition and expansion coefficient of rust based on X-ray diffraction and thermal analysis,” Corrosion Science, vol. 53, no. 5, pp. 1646–1658, 2011. View at Publisher · View at Google Scholar · View at Scopus
  57. S. Caré, Q. T. Nguyen, V. L'Hostis, and Y. Berthaud, “Mechanical properties of the rust layer induced by impressed current method in reinforced mortar,” Cement and Concrete Research, vol. 38, no. 8-9, pp. 1079–1091, 2008. View at Publisher · View at Google Scholar · View at Scopus
  58. C. Andrade, C. Alonso, and F. J. Molina, “Cover cracking as a function of bar corrosion: part I-experimental test,” Materials and Structures, vol. 26, no. 8, pp. 453–464, 1993. View at Publisher · View at Google Scholar · View at Scopus
  59. C. Andrade, A. Muñoz, and A. Torres-Acosta, “Relation between crack width and corrosion degree in corroding elements exposed to the natural atmosphere,” in Proceedings of 7th International Conference on Fracture Mechanics of Concrete and Concrete Structures (FraMCoS '07), May 2010.
  60. Y. G. Du, L. A. Clark, and A. H. C. Chan, “Residual capacity of corroded reinforcing bars,” Magazine of Concrete Research, vol. 57, no. 3, pp. 135–147, 2005. View at Publisher · View at Google Scholar · View at Scopus
  61. W. H. Peter, R. A. Buchanan, C. T. Liu et al., “Localized corrosion behavior of a zirconium-based bulk metallic glass relative to its crystalline state,” Intermetallics, vol. 10, no. 11-12, pp. 1157–1162, 2002. View at Publisher · View at Google Scholar
  62. Y. Liu, Modeling the Time-to-Corrosion Cracking of the Cover Concrete in Chloride Contaminated Reinforced Concrete Structures, Virginia Polytechnic Institute and State University, Blacksburg, Va, USA, 1996.
  63. Y. Liu and R. E. Weyers, “Modeling the time-to-corrosion cracking in chloride contaminated reinforced concrete structures,” ACI Materials Journal, vol. 95, no. 6, pp. 675–681, 1998. View at Google Scholar · View at Scopus
  64. S. J. Pantazopoulou and K. D. Papoulia, “Modeling cover-cracking due to reinforcement corrosion in RC structures,” Journal of Engineering Mechanics, vol. 127, no. 4, pp. 342–351, 2001. View at Publisher · View at Google Scholar · View at Scopus
  65. K. Bhargava, A. K. Ghosh, Y. Mori, and S. Ramanujam, “Modeling of time to corrosion-induced cover cracking in reinforced concrete structures,” Cement and Concrete Research, vol. 35, no. 11, pp. 2203–2218, 2005. View at Publisher · View at Google Scholar · View at Scopus
  66. K. Bhargava, A. K. Ghosh, Y. Mori, and S. Ramanujam, “Analytical model for time to cover cracking in RC structures due to rebar corrosion,” Nuclear Engineering and Design, vol. 236, no. 11, pp. 1123–1139, 2006. View at Publisher · View at Google Scholar · View at Scopus
  67. T. El Maaddawy and K. Soudki, “A model for prediction of time from corrosion initiation to corrosion cracking,” Cement and Concrete Composites, vol. 29, no. 3, pp. 168–175, 2007. View at Publisher · View at Google Scholar · View at Scopus
  68. H.-S. Lee and Y.-S. Cho, “Evaluation of the mechanical properties of steel reinforcement embedded in concrete specimen as a function of the degree of reinforcement corrosion,” International Journal of Fracture, vol. 157, no. 1-2, pp. 81–88, 2009. View at Publisher · View at Google Scholar · View at Zentralblatt MATH · View at Scopus
  69. C. A. Apostolopoulos and M. P. Papadopoulos, “Tensile and low cycle fatigue behavior of corroded reinforcing steel bars S400,” Construction and Building Materials, vol. 21, no. 4, pp. 855–864, 2007. View at Publisher · View at Google Scholar · View at Scopus
  70. C. A. Apostolopoulos and V. P. Pasialis, “Effects of corrosion and ribs on low cycle fatigue behavior of reinforcing steel bars S400,” Journal of Materials Engineering and Performance, vol. 19, no. 3, pp. 385–394, 2010. View at Publisher · View at Google Scholar · View at Scopus
  71. R. A. Hawileh, J. A. Abdalla, A. Al Tamimi, K. Abdelrahman, and F. Oudah, “Behavior of corroded steel reinforcing bars under monotonic and cyclic loadings,” Mechanics of Advanced Materials and Structures, vol. 18, no. 3, pp. 218–224, 2011. View at Publisher · View at Google Scholar · View at Scopus
  72. W. Zhang, X. Song, X. Gu, and S. Li, “Tensile and fatigue behavior of corroded rebars,” Construction and Building Materials, vol. 34, pp. 409–417, 2012. View at Publisher · View at Google Scholar · View at Scopus
  73. J. A. González, C. Andrade, C. Alonso, and S. Feliu, “Comparison of rates of general corrosion and maximum pitting penetration on concrete embedded steel reinforcement,” Cement and Concrete Research, vol. 25, no. 2, pp. 257–264, 1995. View at Publisher · View at Google Scholar · View at Scopus
  74. J. Rodriguez, L. Ortega, and J. Casal, “Load bearing capacity of concrete columns with corroded reinforcement,” in Proceedings of 4th International Symposium, Special Publication No 183, Corrosion of Reinforcement in Concrete Construction, Cambridge, UK, July 1996.
  75. J. Rodriguez, L. M. Ortega, and J. Casal, “Load carrying capacity of concrete structures with corroded reinforcement,” Construction and Building Materials, vol. 11, no. 4, pp. 239–248, 1997. View at Publisher · View at Google Scholar · View at Scopus
  76. M. G. Stewart, “Spatial variability of pitting corrosion and its influence on structural fragility and reliability of RC beams in flexure,” Structural Safety, vol. 26, no. 4, pp. 453–470, 2004. View at Publisher · View at Google Scholar · View at Scopus
  77. J. Cairns, G. A. Plizzari, Y. Du, D. W. Law, and C. Franzoni, “Mechanical properties of corrosion-damaged reinforcement,” ACI Materials Journal, vol. 102, no. 4, Article ID 102-M29, pp. 256–264, 2005. View at Google Scholar · View at Scopus
  78. A. A. Torres-Acosta, S. Navarro-Gutierrez, and J. Terán-Guillén, “Residual flexure capacity of corroded reinforced concrete beams,” Engineering Structures, vol. 29, no. 6, pp. 1145–1152, 2007. View at Publisher · View at Google Scholar · View at Scopus
  79. M. G. Stewart and A. Al-Harthy, “Pitting corrosion and structural reliability of corroding RC structures: experimental data and probabilistic analysis,” Reliability Engineering and System Safety, vol. 93, no. 3, pp. 373–382, 2008. View at Publisher · View at Google Scholar · View at Scopus
  80. T. D. Marcotte, Characterization of chloride-induced corrosion products that form in steel-reinforced cementitious materials [Ph.D. thesis], University of Waterloo, Waterloo, Canada, 2001.
  81. M. Raupach, G. Weizhong, and J. Wei-Liang, “Korrosionsprodukte und deren Volumenfaktor bei der Korrosion von Stahl in Beton,” Beton- und Stahlbetonbau, vol. 105, no. 9, pp. 572–578, 2010. View at Google Scholar
  82. G. J. Al-Sulaimani, M. Kaleemullah, I. A. Basunbul, and Rasheeduzzafar, “Influence of corrosion and cracking on bond behavior and strength of reinforced concrete members,” ACI Structural Journal, vol. 87, no. 2, pp. 220–231, 1990. View at Google Scholar · View at Scopus
  83. Y. Tachibana, K.-I. Maeda, Y. Kajikawa, and M. Kawamura, Mechanical Behaviour of RC Beams Damaged by Corrosion of Reinforcement, Elsevier Applied Science, 1990.
  84. J. G. Cabrera, “Deterioration of concrete due to reinforcement steel corrosion,” Cement and Concrete Composites, vol. 18, no. 1, pp. 47–59, 1996. View at Publisher · View at Google Scholar · View at Scopus
  85. A. A. Almusallam, A. S. Al Gahtani, A. S. A. Gahtani, M. Maslehuddin, M. M. Khan, and A. R. Aziz, “Evaluation of repair materials for functional improvement of slabs and beams with corroded reinforcement,” Proceedings of the Institution of Civil Engineers—Structures and Buildings, vol. 122, no. 1, pp. 27–34, 1997. View at Publisher · View at Google Scholar
  86. R. Huang and C. C. Yang, “Condition assessment of reinforced concrete beams relative to reinforcement corrosion,” Cement and Concrete Composites, vol. 19, no. 2, pp. 131–137, 1997. View at Publisher · View at Google Scholar · View at Scopus
  87. L. Amleh and S. Mirza, “Corrosion influence on bond between steel and concrete,” ACI Structural Journal, vol. 96, no. 3, pp. 415–423, 1999. View at Google Scholar · View at Scopus
  88. P. S. Mangat and M. S. Elgarf, “Flexural strength of concrete beams with corroding reinforcement,” ACI Structural Journal, vol. 96, no. 1, pp. 149–158, 1999. View at Google Scholar · View at Scopus
  89. P. S. Mangat and M. S. Elgarf, “Strength and serviceability of repaired reinforced concrete beams undergoing reinforcement corrosion,” Magazine of Concrete Research, vol. 51, no. 2, pp. 97–112, 1999. View at Publisher · View at Google Scholar · View at Scopus
  90. T. A. El Maaddawy and K. A. Soudki, “Effectiveness of impressed current technique to simulate corrosion of steel reinforcement in concrete,” Journal of Materials in Civil Engineering, vol. 15, no. 1, pp. 41–47, 2003. View at Publisher · View at Google Scholar · View at Scopus
  91. T. Vidal, A. Castel, and R. François, “Analyzing crack width to predict corrosion in reinforced concrete,” Cement and Concrete Research, vol. 34, no. 1, pp. 165–174, 2004. View at Publisher · View at Google Scholar · View at Scopus
  92. K. Vu, M. G. Stewart, and J. Mullard, “Corrosion-induced cracking: experimental data and predictive models,” ACI Structural Journal, vol. 102, no. 5, pp. 719–726, 2005. View at Google Scholar · View at Scopus
  93. J. Zhong, P. Gardoni, and D. Rosowsky, “Seismic fragility estimates for corroding reinforced concrete bridges,” Structure and Infrastructure Engineering, vol. 8, no. 1, pp. 55–69, 2012. View at Publisher · View at Google Scholar · View at Scopus
  94. R. Zhang, A. Castel, and R. François, “Concrete cracking due to chloride-induced reinforcement corrosion—influence of steel-concrete interface defects due to the ‘top-bar effect’,” European Journal of Environmental and Civil Engineering, vol. 16, no. 3-4, pp. 402–413, 2012. View at Publisher · View at Google Scholar · View at Scopus
  95. M. Maslehuddin, I. M. Allam, G. J. Al-Sulaimani, A. Al-Mana, and S. N. Abduljauwad, “Effect of rusting of reinforcing steel on its mechanical properties and bond with concrete,” ACI Materials Journal, vol. 87, no. 5, pp. 496–502, 1990. View at Google Scholar · View at Scopus
  96. C. Andrade, C. Alonso, D. Garcia, and J. Rodriguez, “Remaining lifetime of reinforced concrete structures: effect of corrosion in the mechanical properties of the steel, life predication of corrodible structures,” in Proceedings of the NACE, pp. 12/1–12/11, Cambridge, UK, September 1991.
  97. I. M. Allam, M. Maslehuddin, H. Saricimen, and A. I. Al-Mana, “Influence of atmospheric corrosion on the mechanical properties of reinforcing steel,” Construction and Building Materials, vol. 8, no. 1, pp. 35–41, 1994. View at Publisher · View at Google Scholar · View at Scopus
  98. M. Saifullah, Effect of reinforcement corrosion on bond strength in reinforced concrete [Ph.D. thesis], The University of Birmingham, Birmingham, UK, 1994.
  99. P. S. Zhang, M. Lu, and X. Y. Li, “The mechanical behavior of corroded bar,” Journal of Industrial Buildings, vol. 25, no. 257, pp. 41–44, 1995. View at Google Scholar
  100. S. Morinaga, “Remaining life of reinforced concrete structures after corrosion cracking,” Durability of Building Materials and Components, vol. 71, pp. 127–136, 1996. View at Google Scholar
  101. H. Lee, F. Tomosawa, and T. Noguchi, “Effects of rebar corrosion on the structural performance of singly reinforced beams,” Durability of Building Materials and Components, vol. 7, pp. 571–580, 1996. View at Google Scholar
  102. A. Castel, R. François, and G. Arliguie, “Mechanical behaviour of corroded reinforced concrete beams—part 1: experimental study of corroded beams,” Materials and Structures, vol. 33, no. 9, pp. 539–544, 2000. View at Google Scholar · View at Scopus
  103. Y. G. Du, Effect of reinforcement corrosion on structural concrete ductility [Ph.D. thesis], The University of Birmingham, Birmingham, UK, 2001.
  104. A. A. Almusallam, “Effect of degree of corrosion on the properties of reinforcing steel bars,” Construction and Building Materials, vol. 15, no. 8, pp. 361–368, 2001. View at Publisher · View at Google Scholar · View at Scopus
  105. R. Palsson and M. S. Mirza, “Mechanical response of corroded steel reinforcement of abandoned concrete bridge,” ACI Structural Journal, vol. 99, no. 2, pp. 157–162, 2002. View at Google Scholar · View at Scopus
  106. M. Oyado, T. Kanakubo, T. Sato, and Y. Yamamoto, “Bending performance of reinforced concrete member deteriorated by corrosion,” Structure and Infrastructure Engineering, vol. 7, no. 1-2, pp. 121–130, 2011. View at Publisher · View at Google Scholar · View at Scopus
  107. A. A. Almusallam, A. S. Al-Gahtani, A. R. Aziz, and Rasheeduzzafar, “Effect of reinforcement corrosion on bond strength,” Construction and Building Materials, vol. 10, no. 2, pp. 123–129, 1996. View at Publisher · View at Google Scholar · View at Scopus
  108. X. Fu and D. D. L. Chung, “Effect of corrosion on the bond between concrete and steel rebar,” Cement and Concrete Research, vol. 27, no. 12, pp. 1811–1815, 1997. View at Publisher · View at Google Scholar · View at Scopus
  109. K. Soudki and T. Sherwood, “Bond behavior of corroded steel reinforcement in concrete wrapped with carbon fiber reinforced polymer sheets,” Journal of Materials in Civil Engineering, vol. 15, no. 4, pp. 358–370, 2003. View at Publisher · View at Google Scholar · View at Scopus
  110. L. Chung, S.-H. Cho, J.-H. J. Kim, and S.-T. Yi, “Correction factor suggestion for ACI development length provisions based on flexural testing of RC slabs with various levels of corroded reinforcing bars,” Engineering Structures, vol. 26, no. 8, pp. 1013–1026, 2004. View at Publisher · View at Google Scholar · View at Scopus
  111. C. Fang, K. Lundgren, L. Chen, and C. Zhu, “Corrosion influence on bond in reinforced concrete,” Cement and Concrete Research, vol. 34, no. 11, pp. 2159–2167, 2004. View at Publisher · View at Google Scholar · View at Scopus
  112. A. Ouglova, Y. Berthaud, F. Foct, M. François, F. Ragueneau, and I. Petre-Lazar, “The influence of corrosion on bond properties between concrete and reinforcement in concrete structures,” Materials and Structures, vol. 41, no. 5, pp. 969–980, 2008. View at Publisher · View at Google Scholar · View at Scopus
  113. L. Chung, J.-H. Jay Kim, and S.-T. Yi, “Bond strength prediction for reinforced concrete members with highly corroded reinforcing bars,” Cement and Concrete Composites, vol. 30, no. 7, pp. 603–611, 2008. View at Publisher · View at Google Scholar · View at Scopus
  114. C. Fang, K. Gylltoft, K. Lundgren, and M. Plos, “Effect of corrosion on bond in reinforced concrete under cyclic loading,” Cement and Concrete Research, vol. 36, no. 3, pp. 548–555, 2006. View at Publisher · View at Google Scholar · View at Scopus
  115. J. B. Mander, M. J. Priestley, and R. Park, “Theoretical stress-strain model for confined concrete,” Journal of Structural Engineering, vol. 114, no. 8, pp. 1804–1826, 1988. View at Publisher · View at Google Scholar · View at Scopus
  116. Y.-C. Ou, H.-D. Fan, and N. D. Nguyen, “Long-term seismic performance of reinforced concrete bridges under steel reinforcement corrosion due to chloride attack,” Earthquake Engineering & Structural Dynamics, vol. 42, no. 14, pp. 2113–2127, 2013. View at Publisher · View at Google Scholar · View at Scopus
  117. F. J. Vecchio and M. P. Collins, “The modified compression-field theory for reinforced concrete elements subjected to shear,” ACI Structural Journal, vol. 83, no. 2, pp. 219–231, 1986. View at Google Scholar
  118. F. J. Vecchio and M. P. Collins, “Compression response of cracked reinforced concrete,” Journal of Structural Engineering, vol. 119, no. 12, pp. 3590–3610, 1993. View at Publisher · View at Google Scholar · View at Scopus
  119. M. Capé, Residual service-life assessment of existing R/C structures [M.S. thesis], Chalmers University of Technology, Gothenburg, Sweden; Milan University of Technology, Milan, Italy, 1999.
  120. P. Mehta, “Concrete Technology at the Crossroad—Problem and Opportunities,” in Conerete Technology: Past, Present and Future, ACI SP144-1, American Concrete Institute, 1994. View at Google Scholar
  121. P. A. M. Basheer, S. E. Chidiac, and A. E. Long, “Predictive models for deterioration of concrete structures,” Construction and Building Materials, vol. 10, no. 1, pp. 27–37, 1996. View at Publisher · View at Google Scholar · View at Scopus
  122. P. Thoft-Christensen, F. Jensen, C. Middleton, and A. Blackmore, Assessment of the Reliability of Concrete Slab Bridges, Department of Building Technology and Structural Engineering, 1996.
  123. D. V. Val, M. G. Stewart, and R. E. Melchers, “Effect of reinforcement corrosion on reliability of highway bridges,” Engineering Structures, vol. 20, no. 11, pp. 1010–1019, 1998. View at Publisher · View at Google Scholar · View at Scopus
  124. D.-E. Choe, P. Gardoni, D. Rosowsky, and T. Haukaas, “Probabilistic capacity models and seismic fragility estimates for RC columns subject to corrosion,” Reliability Engineering & System Safety, vol. 93, no. 3, pp. 383–393, 2008. View at Publisher · View at Google Scholar · View at Scopus
  125. Z. P. Bazant, “Physical model for steel corrosion in concrete sea structures—theory,” Journal of the Structural Division, vol. 105, no. 6, pp. 1137–1153, 1979. View at Google Scholar · View at Scopus
  126. Z. P. Bazant, “Physical model for steel corrosion in concrete sea structures—application,” Journal of the Structural Division, vol. 105, pp. 1155–1166, 1979, ASCE 14652 Proceeding. View at Google Scholar
  127. J. De Brito and F. Branco, “Whole life costing in road bridges applied to service life prediction,” in Proceedings of the 3rd International Conference on Bridge Management, Bridge Management 3. Inspection, Maintenance and Repair, pp. 603–612, University of Surrey, Guildford, UK, April 1996.
  128. S. Ng and F. Moses, “Prediction of bridge service life using time-dependent reliability analysis,” Bridge Management, vol. 3, pp. 26–32, 1996. View at Google Scholar
  129. M. P. Enright and D. M. Frangopol, “Service-life prediction of deteriorating concrete bridges,” Journal of Structural Engineering, vol. 124, no. 3, pp. 309–317, 1998. View at Publisher · View at Google Scholar · View at Scopus
  130. F. Biondini and D. M. Frangopol, “Probabilistic limit analysis and lifetime prediction of concrete structures,” Structure and Infrastructure Engineering, vol. 4, no. 5, pp. 399–412, 2008. View at Publisher · View at Google Scholar · View at Scopus
  131. J. B. Mander and N. Basöz, “Seismic fragility curve theory for highway bridges,” in Proceedings of the 5th US Conference on Lifeline Earthquake Engineering, Optimizing Post-Earthquake Lifeline System Reliability, ASCE, Seattle, Wash, USA, August 1999.
  132. J. Moehle, A. Lynn, K. Elwood, and H. Sezen, “Gravity load collapse of reinforced concrete frames during earthquakes,” in Proceedings of the 1st US-Japan Workshop on Performance-Based Design Methodology for Reinforced Concrete Building Structures, Pacific Earthquake Engineering Research Center, University of California, 1999.
  133. M. Shinozuka, M. Q. Feng, J. Lee, and T. Naganuma, “Statistical analysis of fragility curves,” Journal of Engineering Mechanics, vol. 126, no. 12, pp. 1224–1231, 2000. View at Publisher · View at Google Scholar · View at Scopus
  134. P. Gardoni, A. Der Kiureghian, and K. M. Mosalam, “Probabilistic capacity models and fragility estimates for reinforced concrete columns based on experimental observations,” Journal of Engineering Mechanics, vol. 128, no. 10, pp. 1024–1038, 2002. View at Publisher · View at Google Scholar · View at Scopus
  135. K. A. Porter, “An overview of PEER's performance-based earthquake engineering methodology,” in Proceedings of the on Applications of Statistics and Probability in Civil Engineering (ICASP '9), Civil Engineering Risk and Reliability Association (CERRA '03), San Francisco, Calif, USA, 2003.
  136. J. Moehle and G. G. Deierlein, “A framework methodology for performance-based earthquake engineering,” in Proceedings of the 13th World Conference on Earthquake Engineering, 2004.
  137. S. Matsuki, S. Billington, and J. Baker, “Impact of long-term material degradation on seismic performance of a reinforced concrete bridge,” in Proceedings of the 8th US National Conference on Earthquake Engineering, San Francisco, Calif, USA, April 2006.
  138. M. Akiyama and D. M. Frangopol, “Long-term seismic performance of RC structures in an aggressive environment: emphasis on bridge piers,” Structure and Infrastructure Engineering, vol. 10, no. 7, pp. 865–879, 2014. View at Publisher · View at Google Scholar · View at Scopus
  139. M. S. Dietz, L. Dihoru, O. Oddbjornsson et al., “Earthquake and large structures testing at the Bristol laboratory for advanced dynamics engineering,” in Role of Seismic Testing Facilities in Performance-Based Earthquake, pp. 21–41, Springer, 2012. View at Google Scholar
  140. T. Less and H. Adeli, “Computational earthquake engineering of bridges,” Scientia Iranica, vol. 17, no. 5, pp. 325–338, 2010. View at Google Scholar · View at Scopus
  141. A. Palermo and S. Pampanin, “Enhanced seismic performance of hybrid bridge systems: comparison with traditional monolithic solutions,” Journal of Earthquake Engineering, vol. 12, no. 8, pp. 1267–1295, 2008. View at Publisher · View at Google Scholar · View at Scopus
  142. H. Lv, J. Teng, and D. Zou, “Seismic performance under environment corrosion for curved beam bridges with high piers,” in Proceedings of the 2nd International Conference on Multimedia Technology (ICMT '11), pp. 1693–1696, IEEE, Hangzhou, China, July 2011. View at Publisher · View at Google Scholar · View at Scopus
  143. F. Biondini, E. Camnasio, and A. Palermo, “Lifetime seismic performance of concrete bridges exposed to corrosion,” Structure and Infrastructure Engineering, vol. 10, no. 7, pp. 880–900, 2014. View at Publisher · View at Google Scholar · View at Scopus
  144. D.-E. Choe, P. Gardoni, D. Rosowsky, and T. Haukaas, “Seismic fragility estimates for reinforced concrete bridges subject to corrosion,” Structural Safety, vol. 31, no. 4, pp. 275–283, 2009. View at Publisher · View at Google Scholar · View at Scopus
  145. J. Ghosh and J. E. Padgett, “Aging considerations in the development of time-dependent seismic fragility curves,” Journal of Structural Engineering, vol. 136, no. 12, pp. 1497–1511, 2010. View at Publisher · View at Google Scholar · View at Scopus
  146. J. Simon, J. M. Bracci, and P. Gardoni, “Seismic response and fragility of deteriorated reinforced concrete bridges,” Journal of Structural Engineering, vol. 136, no. 10, pp. 1273–1281, 2010. View at Publisher · View at Google Scholar · View at Scopus
  147. P. Gardoni and D. Rosowsky, “Seismic fragility increment functions for deteriorating reinforced concrete bridges,” Structure and Infrastructure Engineering, vol. 7, no. 11, pp. 869–879, 2011. View at Publisher · View at Google Scholar · View at Scopus
  148. H. J. Dagher and S. Kulendran, “Finite element modeling of corrosion damage in concrete structures,” ACI Structural Journal, vol. 89, no. 6, pp. 699–708, 1992. View at Google Scholar · View at Scopus
  149. R. Capozucca, “Damage to reinforced concrete due to reinforcement corrosion,” Construction and Building Materials, vol. 9, no. 5, pp. 295–303, 1995. View at Publisher · View at Google Scholar · View at Scopus
  150. F. Biondini, F. Bontempi, D. M. Frangopol, and P. G. Malerba, “Cellular automata approach to durability analysis of concrete structures in aggressive environments,” Journal of Structural Engineering, vol. 130, no. 11, pp. 1724–1737, 2004. View at Publisher · View at Google Scholar · View at Scopus
  151. F. Biondini, F. Bontempi, D. M. Frangopol, and P. G. Malerba, “Probabilistic service life assessment and maintenance planning of concrete structures,” Journal of Structural Engineering, vol. 132, no. 5, pp. 810–825, 2006. View at Publisher · View at Google Scholar · View at Scopus
  152. M. Akiyama, D. M. Frangopol, and H. Matsuzaki, “Life-cycle reliability of RC bridge piers under seismic and airborne chloride hazards,” Earthquake Engineering & Structural Dynamics, vol. 40, no. 15, pp. 1671–1687, 2011. View at Publisher · View at Google Scholar · View at Scopus
  153. R. Kumar and P. Gardoni, “Modeling structural degradation of RC bridge columns subjected to earthquakes and their fragility estimates,” Journal of Structural Engineering, vol. 138, no. 1, pp. 42–51, 2012. View at Publisher · View at Google Scholar · View at Scopus
  154. Y. Ma, Y. Che, and J. Gong, “Behavior of corrosion damaged circular reinforced concrete columns under cyclic loading,” Construction and Building Materials, vol. 29, pp. 548–556, 2012. View at Publisher · View at Google Scholar · View at Scopus
  155. A. Meda, S. Mostosi, Z. Rinaldi, and P. Riva, “Experimental evaluation of the corrosion influence on the cyclic behaviour of RC columns,” Engineering Structures, vol. 76, pp. 112–123, 2014. View at Publisher · View at Google Scholar · View at Scopus
  156. A. Palermo and M. Mashal, “Accelerated bridge construction(ABC) and seismic damage resistant technology: a New Zealand challenge,” Bulletin of the New Zealand Society for Earthquake Engineering, vol. 45, no. 3, pp. 123–134, 2012. View at Google Scholar · View at Scopus
  157. R. E. Weyers, B. D. Prowell, M. M. Sprinkel, and M. Vorster, “Concrete bridge protection, repair, and rehabilitation relative to reinforcement corrosion: a methods application manual,” Contract, vol. 100, article 103, 1993. View at Google Scholar
  158. A. M. Vaysburd and P. H. Emmons, “How to make today's repairs durable for tomorrow—corrosion protection in concrete repair,” Construction and Building Materials, vol. 14, no. 4, pp. 189–197, 2000. View at Publisher · View at Google Scholar · View at Scopus
  159. L. Gergely, C. P. Pantelides, R. J. Nuismer, and L. D. Reaveley, “Bridge pier retrofit using fiber-reinforced plastic composites,” Journal of Composites for Construction, vol. 2, no. 4, pp. 165–174, 1998. View at Publisher · View at Google Scholar · View at Scopus
  160. H. A. Toutanji, “Durability characteristics of concrete columns confined with advanced composite materials,” Composite Structures, vol. 44, no. 2-3, pp. 155–161, 1999. View at Publisher · View at Google Scholar · View at Scopus
  161. M. Demers and K. W. Neale, “Confinement of reinforced concrete columns with fibre-reinforced composite sheets—an experimental study,” Canadian Journal of Civil Engineering, vol. 26, no. 2, pp. 226–241, 1999. View at Publisher · View at Google Scholar · View at Scopus
  162. S. J. Pantazopoulou, J. F. Bonacci, S. Sheikh, M. D. A. Thomas, and N. Hearn, “Repair of corrosion-damaged columns with FRP wraps,” Journal of Composites for Construction, vol. 5, no. 1, pp. 3–11, 2001. View at Publisher · View at Google Scholar · View at Scopus
  163. I. Baiyasi and R. Harichandran, “Corrosion and wrap strains in concrete bridge columns repaired with FRP wraps,” in Proceedings of the 80th Annual Meeting of the Transportation Research Board, (CD-ROM), Washington, DC, USA, January 2001.
  164. M.-H. Teng, E. D. Sotelino, and W.-F. Chen, “Performance evaluation of reinforced concrete bridge columns wrapped with fiber reinforced polymers,” Journal of Composites for Construction, vol. 7, no. 2, pp. 83–92, 2003. View at Publisher · View at Google Scholar · View at Scopus
  165. C. Lee, J. F. Bonacci, M. D. A. Thomas et al., “Accelerated corrosion and repair of reinforced concrete columns using carbon fibre reinforced polymer sheets,” Canadian Journal of Civil Engineering, vol. 27, no. 5, pp. 941–948, 2000. View at Publisher · View at Google Scholar · View at Scopus
  166. E. Berver, D. Fowler, J. Jirsa, H. Wheat, and M. Ford, “Corrosion in FRP-wrapped concrete members,” in Proceedings of the International Conference on Structural Faults and Repair, Engineering Technics, London, UK, 2001.
  167. G. Mullins, R. Sen, A. Torres-Acosta et al., “Lateral capacity of corroded pile bents,” Final Report, University of South Florida, 2001. View at Google Scholar
  168. A. S. Debaiky, M. F. Green, and B. B. Hope, “Carbon fiber-reinforced polymer wraps for corrosion control and rehabilitation of reinforced concrete columns,” ACI Materials Journal, vol. 99, no. 2, pp. 129–137, 2002. View at Google Scholar · View at Scopus
  169. R. Sen, “Advances in the application of FRP for repairing corrosion damage,” Progress in Structural Engineering and Materials, vol. 5, no. 2, pp. 99–113, 2003. View at Publisher · View at Google Scholar
  170. I. A. Wootton, L. K. Spainhour, and N. Yazdani, “Corrosion of steel reinforcement in carbon fiber-reinforced polymer wrapped concrete cylinders,” Journal of Composites for Construction, vol. 7, no. 4, pp. 339–347, 2003. View at Publisher · View at Google Scholar · View at Scopus
  171. T. El Maaddawy, A. Chahrour, and K. Soudki, “Effect of fiber-reinforced polymer wraps on corrosion activity and concrete cracking in chloride-contaminated concrete cylinders,” Journal of Composites for Construction, vol. 10, no. 2, pp. 139–147, 2006. View at Publisher · View at Google Scholar · View at Scopus
  172. M. F. Green, L. A. Bisby, A. Z. Fam, and V. K. R. Kodur, “FRP confined concrete columns: behaviour under extreme conditions,” Cement and Concrete Composites, vol. 28, no. 10, pp. 928–937, 2006. View at Publisher · View at Google Scholar · View at Scopus
  173. S. Gadve, A. Mukherjee, and S. N. Malhotra, “Corrosion of steel reinforcements embedded in FRP wrapped concrete,” Construction and Building Materials, vol. 23, no. 1, pp. 153–161, 2009. View at Publisher · View at Google Scholar · View at Scopus
  174. T. E. Maaddawy, “Behavior of corrosion-damaged RC columns wrapped with FRP under combined flexural and axial loading,” Cement and Concrete Composites, vol. 30, no. 6, pp. 524–534, 2008. View at Publisher · View at Google Scholar · View at Scopus
  175. J. Li, J. Gong, and L. Wang, “Seismic behavior of corrosion-damaged reinforced concrete columns strengthened using combined carbon fiber-reinforced polymer and steel jacket,” Construction and Building Materials, vol. 23, no. 7, pp. 2653–2663, 2009. View at Publisher · View at Google Scholar · View at Scopus
  176. R. S. Aboutaha, F. Jnaid, S. Sotoud, and M. Tapan, Seismic Evaluation and Retrofit of Deteriorated Concrete Bridge Components, Project no: 49111-23-22, University of Syracuse, Syracuse, NY, USA, 2013.
  177. A. Alipour, B. Shafei, and M. Shinozuka, “Performance evaluation of deteriorating highway bridges located in high seismic areas,” Journal of Bridge Engineering, vol. 16, no. 5, pp. 597–611, 2011. View at Publisher · View at Google Scholar · View at Scopus
  178. D.-E. Choe, P. Gardoni, and D. Rosowsky, “Fragility increment functions for deteriorating reinforced concrete bridge columns,” Journal of Engineering Mechanics, vol. 136, no. 8, pp. 969–978, 2010. View at Publisher · View at Google Scholar · View at Scopus