5Tomosawa F. Japan's experiences and standards on the durability problems of reinforced concrete structures[J]. Int. J. Struct. Eng., 2009, 1(1): 1. 被引量:1
6Song H W, Ann K Y, Pack S W, et al. Factors influenc- ing chloride transport and chloride threshold level for the prediction of service life of concrete structures[J]. Int. J. Struct. Eng., 2010, 1(2): 131. 被引量:1
7Song G L. Equivalent circuit model for AC electrochem- ical impedance spectroscopy of concrete[J]. Cem. Concr. Res., 2000, 30(11): 1723. 被引量:1
8Andrade C, Keddam M, Novoa X R, et al. Electrochemi- cal behavior of steel rebars in concrete: influence of envi- ronmental factors and cement chemistry[J]. Electrochim. Acta, 2001, 46(24-25): 3905. 被引量:1
9Qiao G F, Ou J P. Corrosion monitoring of reinforcing steel in cement mortar by EIS and ENA[J]. Electrochim. Acta, 2007, 52(28): 8008. 被引量:1
10Mohamed I, Masayasu O. Corrosion rate of ordinary and high-performance concrete subjected to chloride attack by AC impedance spectroscopy[J]. Constr. Building Mater., 2006, 20(7): 458. 被引量:1