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Volume 33 Issue 6
Jul.  2021
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Article Contents
SHI Jin-jie, SUN Wei, GENG Guo-qing. Steel corrosion in simulated concrete pore solutions using a galvanostatic pulse method[J]. Chinese Journal of Engineering, 2011, 33(6): 727-733. doi: 10.13374/j.issn1001-053x.2011.06.015
Citation: SHI Jin-jie, SUN Wei, GENG Guo-qing. Steel corrosion in simulated concrete pore solutions using a galvanostatic pulse method[J]. Chinese Journal of Engineering, 2011, 33(6): 727-733. doi: 10.13374/j.issn1001-053x.2011.06.015

Steel corrosion in simulated concrete pore solutions using a galvanostatic pulse method

doi: 10.13374/j.issn1001-053x.2011.06.015
  • Received Date: 2010-07-19
    Available Online: 2021-07-30
  • Corrosion behaviors of steel in simulated concrete pore solutions with different pH values were investigated by means of a galvanostatic pulse method(GPM).The polarization resistance of steel was derived from time constant and double layer capacitance in GPM.The time constant value of passive steel is higher than that of active steel,while the double layer capacitance of passive steel is relatively lower than that of active steel.The better anti-corrosion capacity in the final corrosion period confirms that the steel exposed to CP solution(pH 13.6) has a better passive film than that exposed to CH solution(pH 12.5),but there is not any passive film on the steel exposed to CN solution(pH 11.0).The addition of SO42- and SiO32- into CP solution increases the polarization resistance,promoting the passivation of steel,especially in the corrosion period.Finally,the polarization resistance values measured by GPM were compared with the results of linear polarisation resistance(LPR) and electrochemical impedance spectroscopy(EIS).It is found that the correlation is acceptable for these electrochemical methods in evaluating the corrosion rate of steel in simulated concrete pore solutions.

     

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