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Analysis of the Loss of Steel-Concrete Bond Due to the Migration of Ions

Monday, 6 October 2014: 11:40
Expo Center, 1st Floor, Universal 15 (Moon Palace Resort)
J. P. Garcia (Facultad de Ingeniería, Universidad Autónoma de San Luis Potosí (UASLP)), E. D. C. Vazquez (Facultad de Ingeniería, Universidad Autónoma de San Luis Potosí (UASLP).), A. I. Cardenas (Facultad de Ingeniería, Universidad Autónoma de San Luis Potosí (UASLP)), C. P. Barrios, and R. E. Nuñez (Facultad de Ingeniería Mochis, Universidad Autónoma de Sinaloa (UAS))
ABSTRACT

 In this work, the degradation of bond between steel and concrete under cathodic protection conditions (-1000mV≤ E ≤ -850mV vs. Ag/AgCl) and cathodic overprotection ((E < -1000 mV  vs Ag/AgCl) by impressed current applied in two mixtures submerged in a solution of 3.5% wt. NaCl was evaluated; the first fabricated from ordinary Portland cement (OPC) and the second by substituting 15% of the cement with fly ash(OPCFA). According to the results of chemical analysis and Electrochemical impedance spectroscopy on the steel-concrete interface, was found an increase in the concentration of potassium, sodium (K+, Na+) and hydrogen (H+) ions . In addition, was observed that for specimens subjected to overprotection presented a higher bond loss, this based on pull out test results also realized.