1998
DOI: 10.1515/corrrev.1998.16.4.317
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Protection of Steel Reinforcement for Concrete- A Review

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Cited by 72 publications
(38 citation statements)
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“…The formation of -FeOOH at pH = 14 has been demonstrated before using Raman spectroscopy [27]. Peak IVa at -0.30 V MOE has been suggested to comprise the conversion of Fe(OH) 2 to an Fe(III) hydroxide or oxyhydroxide different from those formed at IIIa, such as Fe(OH) 3 or -FeOOH [28]. In PSS, at potentials positive to that of peak IVa, the positive end of the potential sweep may be extended up to 0.6 V MOE without any further current increment.…”
Section: Page 8 Of 43mentioning
confidence: 90%
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“…The formation of -FeOOH at pH = 14 has been demonstrated before using Raman spectroscopy [27]. Peak IVa at -0.30 V MOE has been suggested to comprise the conversion of Fe(OH) 2 to an Fe(III) hydroxide or oxyhydroxide different from those formed at IIIa, such as Fe(OH) 3 or -FeOOH [28]. In PSS, at potentials positive to that of peak IVa, the positive end of the potential sweep may be extended up to 0.6 V MOE without any further current increment.…”
Section: Page 8 Of 43mentioning
confidence: 90%
“…Peak IIIa at -0.6 V MOE could be attributed to the formation of Fe(OH) 3 and/or -or -FeOOH by oxidation of Fe(II) compounds formed at IIa, such as Fe 3 O 4 . This process takes place at the film solution interface, leading to the generation of cation vacancies [28].…”
Section: Page 8 Of 43mentioning
confidence: 99%
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“…Among many strategies and concepts improving the concrete performance and smartness, the idea using additives to reinforce cement paste as well as to tailor its physical, mechanical and transport properties has been widely explored and investigated [1][2][3][4]. The primary rationales underneath this reinforcement strategy are (1) to utilize the unique properties of the selected additives and (2) to minimize the deleterious influences of the pre-existing flaws and microcracks in concrete, which are an inherent byproduct of cement hydration and usually range from nano-scale to mesoscale in concrete.…”
Section: Introductionmentioning
confidence: 99%
“…26,53,54 It has been reported that the composition of the passive film of reinforcing steel is mainly composed of ferric compounds. [55][56][57][58] From the deconvoluted XPS spectra of Fe shown in Figures 9C and 9D, we obtained the atomic percentage of Fe 3+ (at about 710 eV) in total Fe for the solution with the mixed inhibitor was 54.4% by estimating the component peak areas ( Figure 9C), which was higher than that (about 49.9%) without inhibitors ( Figure 9D). This result indicated that the mixed inhibitor could promote the formation of a complete protective film on the steel surface.…”
Section: Xps Analysis-mentioning
confidence: 99%