Two kinds of simulated concrete pore solutions（SPSs） were treated with different amounts of synthetic calcium silicate hydrate（C-S-H）. The variation of the [Cl^-]/[OH^-] ratio in SPS was measured and the corrosion susceptibility of carbon steel in the SPS was investigated with potentiodynamic polarization, EIS and weight lose tests. The experimental results showed that for the SPS at p H 12.5, as the amount of C-S-H increases, the [Cl^-]/[OH^-] ratio incre... 

【文章來源】：Journal of Wuhan University of Technology（Materials Science）. 2017,32(02)EISCI

【文章頁數(shù)】：7 頁

【文章目錄】：
1 Introduction
2 Experimental
    2.1 Steel material and preparation of C-S-H
    2.2 Preparation of simulated SPSs and test of p H value and chloride ions
    2.3 Electrochemical test and corrosion weight lost test
3 Results and discussion
    3.1 Influence of C-S-H amount on the p H and the chloride content of p H 12.5 SPS
    3.2 Influence of C-S-H amount on the corrosion behavior of the steel in p H12.5 SPS
    3.3 Influences of C-S-H amount on p H value and chloride content of p H 9.7 SPS
    3.4 Influence of C-S-H amount on thecorrosion behavior of the steel in p H 9.7SPS
4 Conclusions


【參考文獻(xiàn)】：
期刊論文
[1]用XPS研究鋼筋鈍化膜和C1-對鈍化膜的影響[J]. 汪鷹,史苑薌,魏寶明,林昌健.  中國腐蝕與防護(hù)學(xué)報. 1998(02)



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