Corrosion-resistance evaluation of coated and specialty bars

References

• Al-Amoudi, O. S. B., Maslehuddin, M., & Ibrahim, M. (2004). Long-term performance of fusion-bonded epoxy-coated steel bars in chloride-contaminated concrete. Aci Materials Journal, 101(4), 303–309.
   Web of Science ®Google Scholar
• Al-Dulaijan, S. U., Maslehuddin, M., Shameem, M., Ibrahim, M., & Al-Mehthel, M. (2012). Corrosion protection provided by chemical inhibitors to damaged FBEC bars. Construction and Building Materials, 29, 487–495. https://doi.org/10.1016/j.conbuildmat.2011.10.009
   Web of Science ®Google Scholar
• Alsamuraee, A. M. A., & Ameen, H. A. (2011). The effect of zinc, tin, and lead coating on corrosion protective effectiveness of steel reinforcement in concrete. American Journal of Scientific and Industrial Research, 2(1), 89–98. https://doi.org/10.5251/ajsir.2011.2.1.89.98
   Google Scholar
• Al-Sodani, K. A. A., Maslehuddin, M., Al-Amoudi, O. S. B., Saleh, T. A., & Shameem, M. (2018). Performance of corrosion inhibitors in cracked and uncracked silica fume cement concrete beams. European Journal of Environmental and Civil Engineering journal, 24(10), 1573–1588.
   Web of Science ®Google Scholar
• Baltazar-Zamora, M. A. (2012). Efficiency of Galvanized Steel Embedded in Concrete Previously Contaminated with 2, 3 and 4% of NaCl. International Journal of Electrochemical Science, 7, 2997–3007.
   Web of Science ®Google Scholar
• Cui, F., & Krauss, P. D. (2006). Corrosion resistance of alternative reinforcing bars: An accelerated test. Wiss, Janney, Elstner Associates, Inc.
   Google Scholar
• Cui, F., & Sagüés, A. A. (2006). Exploratory assessment of corrosion behavior of stainless steel clad rebar: Part 1—Experimental. Corrosion, 62(9), 822–838. https://doi.org/10.5006/1.3278307
   Web of Science ®Google Scholar
• Dakhil, F. H., Bader, M. A., & Khan, M. M. (1992). Performance of corrosion-resisting steels in chloride-bearing concrete. Aci Materials Journal, 89(5), 439–448.
   Web of Science ®Google Scholar
• Darwin, D., Browning, J., O’Reilly, M., & Xing, L. (2007). Critical chloride corrosion threshold for galvanized reinforcing bars. University of Kansas Center for Research, Inc.
   Google Scholar
• Elleithy, W. M., Sharif, A. M., Al-Amoudi, O. S. B., Maslehuddin, M., & Azad, A. K. (1998). Effect of holidays and surface damage to FBEC on reinforcement corrosion. Construction and Building Materials, 12(4), 185–193. https://doi.org/10.1016/S0950-0618(98)00004-X
   Web of Science ®Google Scholar
• García-Alonso, M. C., Escudero, M. L., Miranda, J. M., Vega, M. I., Capilla, F., Correia, M. J., Salta, M., Bennani, A., & González, J. A. (2007). Corrosion behaviour of new stainless steels reinforcing bars embedded in concrete. Cement and Concrete Research, 37(10), 1463–1471. https://doi.org/10.1016/j.cemconres.2007.06.003
   Web of Science ®Google Scholar
• Hartt, W. H., Power, R. G., & Kessler, R. J. (2009). Performance of corrosion resistant reinforcements in concrete and application of results to service life projection. In Corrosion 2009.
   Google Scholar
• Lambert, P., Page, C. L., & Vassie, P. R. W. (1991). Investigations of reinforcement corrosion. 2. Electrochemical monitoring of steel in chloride-contaminated concrete. Materials and Structures, 24(5), 351–358. https://doi.org/10.1007/BF02472068
   Google Scholar
• Lõpez-Calvo, H. Z., Montes-Garcia, P., Kondratova, I., Bremner, T. W., & Thomas, M. D. A. (2013). Epoxy-coated bars as corrosion control in cracked reinforced concrete. Materials and Corrosion, 64(7), 599–608. https://doi.org/10.1002/maco.201106319
   Web of Science ®Google Scholar
• Maldonado, L., Pech-Canul, M. A., & Alhassan, S. (2006). Corrosion of zinc-coated reinforcing bars in tropical humid marine environments. Anti-Corrosion Methods and Materials, 53(6), 357–361. https://doi.org/10.1108/00035590610711697
   Web of Science ®Google Scholar
• Mehta, P. K., Maslehuddin, M., Al-Mana, A. I., Saricimen, H., & Shamim, M. (1990). Corrosion of reinforcing steel in concrete containing slag or pozzolans. Cement, Concrete and Aggregates, 12(1), 24–31. https://doi.org/10.1520/CCA10385J
   Google Scholar
• Ogunsanya, I. G., Strong, V., & Hansson, C. M. (2020). Corrosion behavior of austenitic 304L and 316LN stainless steel clad reinforcing bars in cracked concrete. Materials and Corrosion, 71(7), 1066–1080. https://doi.org/10.1002/maco.201911221
   Web of Science ®Google Scholar
• Singh, D. D. N., & Ghosh, R. (2005). Unexpected deterioration of fusion-bonded epoxy-coated rebars embedded in chloride-contaminated concrete environments. Corrosion, 61(8), 815–829. https://doi.org/10.5006/1.3278216
   Web of Science ®Google Scholar
• Sohail, M. G., Kahraman, R., Alnuaimi, N. A., Gencturk, B., Alnahhal, W., Dawood, M., & Belarbi, A. (2020). Electrochemical behavior of mild and corrosion resistant concrete reinforcing steels. Construction and Building Materials, 232, 117205. https://doi.org/10.1016/j.conbuildmat.2019.117205
   Web of Science ®Google Scholar
• Stern, M., & Geaby, A. L. (1957). Electrochemical polarization I. A theoretical analysis of the shape of polarization curves. Journal of the Electrochemical Society, 104(1), 56–63. https://doi.org/10.1149/1.2428473
   Web of Science ®Google Scholar
• Tadokoro, Y., Kojima, M., & Otsuki, N. (2010). Corrosion propagation behavior of stainless steel reinforcing bars in concrete. Corrosion Engineering, Science and Technology, 59(5), 126–135.
   Google Scholar
• Wang, X. H., & Gao, Y. (2016). Corrosion behavior of epoxy-coated reinforced bars in RC test specimens subjected to pre-exposure loading and wetting-drying cycles. Construction and Building Materials, 119, 185–205. https://doi.org/10.1016/j.conbuildmat.2016.05.066
   Web of Science ®Google Scholar