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Advances in Materials Science and Engineering
Volume 2018, Article ID 8585162, 11 pages
https://doi.org/10.1155/2018/8585162
Research Article

Stress Corrosion Behavior of Ungrouted Pretensioned Concrete Beams

1Corrosion and Materials Protection Division, CSIR-Central Electrochemical Research Institute, Karaikudi 630003, Tamil Nadu, India
2Department of Architectural Engineering, Hanyang University, Erica Campus, Sangrok-gu, Ansan, Gyeonggi-do 15588, Republic of Korea
3Department of Civil Engineering, Hannam University, Daejeon 34430, Republic of Korea

Correspondence should be addressed to Seung-Jun Kwon; rk.ca.mannah@89inujj

Received 18 September 2017; Revised 7 November 2017; Accepted 27 November 2017; Published 21 January 2018

Academic Editor: Michael J. Schütze

Copyright © 2018 Velu Saraswathy 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. Post-Tensioning Institute, Post-Tensioning Manual, , PTI, Phoenix, AZ, USA, 6th edition, 6th edition, 2006.
  2. T. Y. Lin and N. H. Burns, Design of Prestressed Concrete Structures, John Wiley & Sons, New York, NY, USA, 3rd edition, 1981.
  3. R. F. Warner and K. A. Faulkes, Prestressed Concrete, , Longman Cheshire, Melbourne, VIC, Australia, 2nd edition, 2nd edition, 1988.
  4. A. S. El-Amoush and S. A. Al-Duheisat, “Cathodic polarization behavior of the structural steel wires under different prestressing conditions,” Journal of Materials Research and Technology, 2017, in press. View at Publisher · View at Google Scholar
  5. M. S. Darmawan and M. G. Stewart, “Spatial time-dependent reliability analysis of corroding pretensioned prestressed concrete bridge girders,” Structural Safety, vol. 29, no. 1, pp. 16–31, 2007. View at Publisher · View at Google Scholar · View at Scopus
  6. M. S. Darmawan and M. G. Stewart, “Effect of pitting corrosion on capacity of prestressing wires,” Magazine of Concrete Research, vol. 59, no. 2, pp. 131–139, 2007. View at Publisher · View at Google Scholar · View at Scopus
  7. P. Gardoni, R. G. Pillai, M. B. D. Hueste, K. Reinschmidt, and D. Trejo, “Probabilistic capacity models for corroding posttensioning strands calibrated using laboratory results,” Journal of Engineering Mechanics, vol. 135, no. 9, pp. 906–916, 2009. View at Publisher · View at Google Scholar · View at Scopus
  8. R. G. Pillai, P. Gardoni, D. Trejo, M. B. D. Hueste, and K. F. Reinschmidt, “Probabilistic models for the tensile strength of corroding strands in post-tensioned segmental concrete bridges,” Journal of Materials in Civil Engineering, vol. 22, no. 10, pp. 967–977, 2010. View at Publisher · View at Google Scholar · View at Scopus
  9. N. A. Vu, A. Castel, and R. François, “Effect of stress corrosion cracking on stress–strain response of steel wires used in prestressed concrete beams,” Corrosion Science, vol. 51, no. 6, pp. 1453–1459, 2009. View at Publisher · View at Google Scholar · View at Scopus
  10. J. Woodtli and R. Kieselbach, “Damage due to hydrogen embrittlement and stress corrosion cracking,” Engineering Failure Analysis, vol. 7, no. 6, pp. 427–450, 2000. View at Publisher · View at Google Scholar · View at Scopus
  11. J. Toribio, “The role of crack tip strain rate in hydrogen assisted cracking,” Corrosion Science, vol. 39, no. 9, pp. 1687–1697, 1997. View at Publisher · View at Google Scholar
  12. N. A. Vu, A. Castel, and R. François, “Response of post-tensioned concrete beams with unbonded tendons including serviceability and ultimate state,” Engineering Structure, vol. 32, no. 2, pp. 556–569, 2010. View at Publisher · View at Google Scholar · View at Scopus
  13. D. G. Cavell and P. Waldron, “A residual strength model for deteriorating post-tensioned concrete bridges,” Computers & Structures, vol. 79, no. 4, pp. 361–373, 2001. View at Publisher · View at Google Scholar · View at Scopus
  14. M. Grinfeld, “Stress corrosion cracking of an elastic plate,” Acta Materialia, vol. 46, no. 2, pp. 631–636, 1998. View at Publisher · View at Google Scholar
  15. A. Toshimitsu Yokobori Jr., Y. Chinda, T. Nemoto, K. Satoh, and T. Yamada, “The characteristics of hydrogen diffusion and concentration around a crack tip concerned with hydrogen embrittlement,” Corrosion Science, vol. 44, no. 3, pp. 407–424, 2002. View at Publisher · View at Google Scholar · View at Scopus
  16. A. Turnbull, L. N. McCartney, and S. Zhou, “Modelling of the evolution of stress corrosion cracks from corrosion pits,” Scripta Materialia, vol. 54, no. 4, pp. 575–578, 2006. View at Publisher · View at Google Scholar · View at Scopus
  17. F. Li, Y. Yuan, and C. Q. Li, “Corrosion propagation of prestressing steel strands in concrete subject to chloride attack,” Construction and Building Materials, vol. 25, no. 10, pp. 3878–3885, 2011. View at Publisher · View at Google Scholar · View at Scopus
  18. A. Valiente, “Stress corrosion failure of large diameter pressure pipelines of prestressed concrete,” Engineering Failure Analysis, vol. 8, no. 3, pp. 245–261, 2001. View at Publisher · View at Google Scholar · View at Scopus
  19. R. Helmerich and A. Zunkel, “Partial collapse of the Berlin Congress Hall on May 21st, 1980,” Engineering Failure Analysis, vol. 43, pp. 107–119, 2014. View at Publisher · View at Google Scholar · View at Scopus
  20. S. Ramadan, L. Gaillet, C. Tessier, and H. Idrissi, “Detection of stress corrosion cracking of high-strength steel used in prestressed concrete structures by acoustic emission technique,” Applied Surface Science, vol. 254, no. 8, pp. 2255–2261, 2008. View at Publisher · View at Google Scholar · View at Scopus
  21. R. W. Posten and J. P. Wouters, Durability of Precast Segmental Bridges, NCHRP Web Document No. 15, Project 20–7/Task 92, Transportation Research Board, National Research Council, Washington, DC, USA, 1998.
  22. M. S. Darmawan, “Pitting corrosion model for partial prestressed concrete (PC) structures in a chloride environment,” Journal of Technology Science, vol. 20, no. 3, pp. 109–118, 2009. View at Publisher · View at Google Scholar
  23. L. Dai, L. Wang, J. Zhang, and X. Zhang, “A global model for corrosion-induced cracking in prestressed concrete structures,” Engineering Failure Analysis, vol. 62, pp. 263–275, 2016. View at Publisher · View at Google Scholar · View at Scopus
  24. W. Zhang, X. Liu, and X. Gu, “Fatigue behavior of corroded prestressed concrete beams,” Construction and Buildings Materials, vol. 106, pp. 198–208, 2016. View at Publisher · View at Google Scholar · View at Scopus
  25. X. Zhang, L. Wang, J. Zhang, Y. Ma, and Y. Liu, “Flexural behavior of bonded post-tensioned concrete beams under strand corrosion,” Nuclear Engineering and Design, vol. 313, pp. 414–424, 2017. View at Publisher · View at Google Scholar · View at Scopus
  26. K. A. Harries, “Structural testing of prestressed concrete girders from the Lake View Drive Bridge,” Journal of Bridge Engineering, vol. 14, no. 2, pp. 78–92, 2009. View at Publisher · View at Google Scholar · View at Scopus
  27. M. Kiviste and J. Miljan, “Evaluation of residual flexural capacity of existing pre-cast pre-stressed concrete panels—a case study,” Engineering Structure, vol. 32, no. 10, pp. 3377–3383, 2010. View at Publisher · View at Google Scholar · View at Scopus
  28. D. Coronelli, A. Castel, N. A. Vu, and R. François, “Corroded post-tensioned beams with bonded tendons and wire failure,” Engineering Structure, vol. 31, no. 8, pp. 1687–1697, 2009. View at Publisher · View at Google Scholar · View at Scopus
  29. C. Q. Li, Y. Yang, and R. E. Melchers, “Prediction of reinforcement corrosion in concrete and its effects on concrete cracking and strength reduction,” ACI Materials Journal, vol. 105, no. 1, pp. 3–10, 2008. View at Google Scholar
  30. A. A. Torres-Acosta and M. Martíınez-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
  31. H. Minh, H. Mutsuyoshi, and K. Niitani, “Influence of grouting condition on crack and load-carrying capacity of post-tensioned concrete beam due to chloride-induced corrosion,” Construction and Building Materials, vol. 21, no. 7, pp. 1568–1575, 2007. View at Publisher · View at Google Scholar · View at Scopus
  32. H. Minh, H. Mutsuyoshi, H. Taniguchi, and K. Niitani, “Chloride-induced corrosion in insufficiently grouted post-tensioned concrete beams,” Journal of Materials in Civil Engineering, vol. 20, no. 1, pp. 85–91, 2008. View at Publisher · View at Google Scholar · View at Scopus
  33. A. Castel, D. Coronelli, N. A. Vu, and R. François, “Structural response of corroded, unbonded post-tensioned beams,” Journal of Structural Engineering, vol. 137, no. 7, pp. 761–771, 2010. View at Publisher · View at Google Scholar · View at Scopus
  34. R. G. Pillai, D. Trejo, P. Gardoni, M. B. D. Hueste, and K. Reinschmidt, “Time-variant flexural reliability of posttensioned, segmental concrete bridges exposed to corrosive environments,” Journal of Structural Engineering, vol. 140, no. 8, p. A4014018, 2014. View at Publisher · View at Google Scholar · View at Scopus
  35. A. Torres-Acosta, S. Navarro-Gutierrez, and J. Terán-Guillén, “Residual flexure capacity of corroded reinforced concrete beams,” Engineering Structure, vol. 29, no. 6, pp. 1145–1152, 2007. View at Publisher · View at Google Scholar · View at Scopus
  36. F. Li, Y. Qu, and J. Wang, “Bond life degradation of steel strand and concrete under combined corrosion and fatigue,” Engineering Failure Analysis, vol. 80, no. 10, pp. 186–196, 2017. View at Publisher · View at Google Scholar
  37. F. Li and Y. Yuan, “Effects of corrosion on bond behavior between steel strand and concrete,” Construction and Building Materials, vol. 38, pp. 413–422, 2013. View at Publisher · View at Google Scholar · View at Scopus
  38. S. Muralidharan, T. H. Ha, J. H. Bae et al., “Electrochemical studies on the solid embeddable reference sensors for corrosion monitoring in concrete structure,” Materials Letters, vol. 60, no. 5, pp. 651–655, 2006. View at Publisher · View at Google Scholar · View at Scopus
  39. K. Subbiah, S. Velu, S.-J. Kwon, H.-S. Lee, N. Rethinam, and D.-J. Park, “A novel in-situ corrosion monitoring electrode for reinforced concrete structures,” Electrochimica Acta, 2017, in press. View at Publisher · View at Google Scholar
  40. M. Aballe, F. J. Bethencourt, M. Botana, J. M. Marcos, and A. Sánchez, “Influence of the degree of polishing of alloy AA 5083 on its behavior against localized alkaline corrosion,” Corrosion Science, vol. 46, no. 8, pp. 1909–1920, 2004. View at Publisher · View at Google Scholar · View at Scopus
  41. S. Girija, U. K. Mudali, V. R. Raju, R. K. Dayal, H. S. Khatak, and B. Raj, “Determination of corrosion types for AISI type 304L stainless steel using electrochemical noise method,” Materials Science and Engineering A, vol. 407, no. 1-2, pp. 188–195, 2005. View at Publisher · View at Google Scholar · View at Scopus
  42. R. J. K. Wood, J. A. Wharton, A. J. Speyer, and K. S. Tan, “Investigation of erosion-corrosion processes using electrochemical noise measurements,” Tribology International, vol. 35, no. 10, pp. 631–634, 2002. View at Publisher · View at Google Scholar · View at Scopus
  43. M. C. Deya, B. del Amo, E. Spinelli, and R. Romagnoli, “The assessment of a smart anticorrosive coating by the electrochemical noise technique,” Progress Organic Coatings, vol. 76, no. 14, pp. 525–532, 2013. View at Publisher · View at Google Scholar · View at Scopus
  44. H. W. Song and V. Saraswathy, “Corrosion monitoring of reinforced concrete structures-a review,” International Journal of Electrochemical Science, vol. 2, pp. 1–28, 2007. View at Google Scholar
  45. B. Zhao, J. H. Li, R. G. Hu, R. G. Du, and C. J. Lin, “Study on the corrosion behavior of reinforcing steel in cement mortar by electrochemical noise measurements,” Electrochimica Acta, vol. 52, no. 12, pp. 3976–3984, 2007. View at Publisher · View at Google Scholar · View at Scopus
  46. R. G. Duarte, A. S. Castela, R. Neves, L. Freire, and M. F. Montemor, “Corrosion behaviour of stainless steel rebars embedded in concrete: an electrochemical impedance spectroscopy study,” Electrochimica Acta, vol. 124, pp. 218–224, 2014. View at Publisher · View at Google Scholar · View at Scopus
  47. K. Thangavel, S. Muralidharan, V. Saraswathy, K. Y. Ann, and L. Balamurugan, “Relationship between alumina and chloride content on their physical and corrosion resistance properties of concrete,” Arabian Journal for Science and Engineering, vol. 35, no. 28, pp. 27–38, 2009. View at Google Scholar
  48. S. P. Karthick, S. Muralidharan, V. Saraswathy, and S. J. Kwon, “Effect of different alkali salt additions on concrete durability property,” Journal of Structural Integrity and Maintenance, vol. 1, no. 1, pp. 35–42, 2016. View at Publisher · View at Google Scholar
  49. M. Moawad, H. EI-Karmoty, and A. EI Zanaty, “Behavior of corroded bonded fully prestressed and conventional concrete beams,” HBRC Journal, 2016, in press. View at Publisher · View at Google Scholar
  50. M. Moawad, A. Mahmoud, H. EI-Karmoty, and A. EI Zanaty, “Behavior of corroded bonded partially prestressed concrete beams,” HBRC Journal, 2016, in press. View at Publisher · View at Google Scholar