Corrosion Behaviour of a New Low-Nickel Stainless Steel Reinforcement: A Study in Simulated Pore Solutions and in Fly Ash Mortars

Criado, M.; Fajardo, S.; Bastidas, J. M.

doi:https://doi.org/10.1155/2012/847323

International Journal of Corrosion

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Abstract Introduction Experimental Results and Discussion Conclusions Acknowledgments References Copyright Related Articles

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Corrosion in Reinforced Concrete

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Research Article | Open Access

Volume 2012 | Article ID 847323 | https://doi.org/10.1155/2012/847323

Corrosion Behaviour of a New Low-Nickel Stainless Steel Reinforcement: A Study in Simulated Pore Solutions and in Fly Ash Mortars

M. Criado,¹S. Fajardo,²and J. M. Bastidas²

Academic Editor: Citlalli Gaona Tiburcio

Received23 Dec 2011

Accepted24 Feb 2012

Published09 May 2012

Abstract

The present paper studies the corrosion behaviour of a new lower-cost type of austenitic stainless steel (SS) with a low nickel content in alkaline-saturated calcium hydroxide solution (a simulated concrete pore (SCP) solution) with sodium chloride (0.0%, 0.4%, 1.0%, 2.0%, 3.0%, and 5.0% NaCl) and embedded in alkali-activated fly ash (AAFA) mortars manufactured using two alkaline solutions, with and without chloride additions (2% and 5%), in an environment of constant 95% relative humidity. Measurements were performed at early age curing up to 180 days of experimentation. The evolution with time of electrochemical impedance spectroscopy was studied. values obtained in SCP solution or in fly ash mortars were so high that low-nickel SS preserved its passivity, exhibiting high corrosion resistance

1. Introduction

Steel reinforcements embedded in concrete are protected from corrosion by a thin oxide film formed on their surfaces and maintained by the highly alkaline environment of the surrounding concrete, usually with a pH of 12-13 [1]. However, the presence of chlorides can lead to damaging effects on passivity and the appearance of pitting corrosion when chloride ions reach the metal/concrete interface. Chloride ions are commonly found in construction materials and may originate from the external environment, as in the case of marine environments, deicing salts and acid rain [2]. While thermodynamic can predict whether a corrosion reaction will take place, it does not provide an indication of the rate of corrosion reactions. The reaction kinetics depends on the determinant factors such as humidity, oxygen, and alkalinity medium. These factors can speed up the corrosion process [3, 4].

Together with cathodic protection and corrosion inhibitors, stainless steel (SS) reinforcements are a reliable way to guarantee the durability of reinforced concrete structures (RCSs) in extremely aggressive environments [5, 6]. Although SS reinforcements may be the most economical solution on the long term [7, 8], the initial cost involved has so far limited their use. For this reason, new SSs, in which the nickel content (subject to considerable price fluctuations due to stock market factors) is partly replaced by other elements [9, 10], are being evaluated as possible alternatives to traditional carbon steel [11, 12]. This new low-nickel SS could mean a saving of about 15–20% compared to conventional AISI 304 SS.

Low-nickel austenitic SSs exhibit attractive properties that are comparable to those of traditional austenitic SSs, such as good corrosion resistance, high levels of strength and ductility, and reduced tendency of grain sensitization [13]. Previous researches [14, 15] have shown that the carbon steel corrosion rate values are similar to those of the traditional and low-nickel austenitic SSs in mortar without chloride additions, and at least 10 times higher in the presence of chloride. Furthermore, low-nickel austenitic SSs have had a corrosion behaviour very similar to that of traditional austenitic SSs in carbonated media and noncarbonated, chloride-contaminated media [16].

The aim of this paper is to study the corrosion behaviour of a new type of austenitic SS, with a low-nickel content, in alkaline-saturated calcium hydroxide solution (a simulated concrete pore (SCP) solution) with sodium chloride (NaCl) and embedded in alkali-activated fly ash mortar with different chloride additions. Fly ash is used in concrete for reasons related to environmental impact, economic sustainability, and social responsibility. The alkali activation of type F fly ash (AAFA) consists of mixing the ash with highly alkaline solutions (pH > 13) and subsequently curing the resulting paste at a certain temperature to produce a solid material. Considering that reinforcement corrosion is the main cause of RCS failure [17], the capacity of an AAFA mortar to passivate steel rebars is a very important property to guarantee the durability of RCS constructed using these new materials.

2. Experimental

The test specimens carried out in alkaline-saturated calcium hydroxide solution (a SCP solution) consisted of 5.0 cm × 2.0 cm size and 1 mm thickness of plates of low-nickel austenitic SS. The specimens were ground using a series of silicon carbide (SiC) emery papers down to grade 600, and then ultrasonically cleaned with ethanol and rinsed with high-purity water. The decision to use plates instead of traditional bars was due to the design of the electrochemical cell. An Avesta type cell was used, which allows crevice corrosion to be avoided or minimised [18] by replacing the chloride solution in the microcrevice between the specimen and the specimen holder with small quantities of distilled water.

The low-nickel SS samples were supplied by ACERINOX SA (Palmones, Cádiz, Spain), this type of SS is an AISI 201 [19] or EN 1.4372 [20]. Table 1 shows the chemical composition of the plates of SS.

A saturated calcium hydroxide solution, pH ~12-13, with different NaCl concentrations (0.0, 0.4, 1.0, 2.0, 3.0, and 5.0 wt.%), was used to study corrosion behaviour in a wide range of experimental conditions. The chemical products used to prepare the solutions were laboratory grade reagents: NaCl 99% pure PRS-CODEX supplied by Panreac and Ca(OH)₂ for analysis supplied by Merck. All the solutions were prepared with distilled water.

The Avesta cell was used in a three-electrode configuration with the sample as the working electrode, a saturated calomel electrode (SCE) as reference, and a platinum mesh as counter electrode, see Figure 1. All the potentials were thus referred to the SCE.

On the other hand, class F fly ash from the thermal power plant at Aboño in Asturias, Spain, was used. Table 2 indicates its chemical composition. The fly ash was activated with two different highly alkaline solutions. Two types of AAFA mortars were manufactured: one with a NaOH solution (A specimen) and the other with a mixture of 85% NaOH and 15% waterglass (B specimen) with a “liquid/solid” ratio of 0.45. The aggregate/AAFA ratio used to manufacture the mortars was 2. A standardised, evenly graded siliceous sand was employed (SiO₂ content of 99%, where 66% of particles with size <1 mm and 35% <0.5 mm). The moulds containing the fresh AAFA mortars were subsequently cured in an oven at 85°C in a saturated water vapour atmosphere for 20 h. Different amounts of sodium chloride (99% pure Panreac PRS-CODEX): 0, 2%, and 5% NaCl (with respect to binder weight) were added to fly ash. Two mortar prism replicas of each type were prepared for comparative purposes. All the specimens were kept at room temperature in an atmosphere of high relative humidity (RH) of approximately 95%, for up to 180 days.

Experiments were performed on small prismatic specimens measuring 8 × 5.5 × 2 cm, similar to those used in previous works [3, 4]. Two 10 mm diameter, low-nickel SS rebar, symmetrically embedded in the prisms, were used as working electrodes during the measurements, with an external SS cylinder of 5 cm diameter acting as a counter electrode. A pad soaked in water was used to enable the electrical conductivity measurements. An active surface area of 5.6 cm² was marked on the working electrodes with adhesive tape, thus isolating the triple mortar/steel/atmosphere interface to avoid possible localised corrosion attack due to differential aeration. The use of the three-point measurement can generate some measurement perturbations like capacitive or inductive loops at high frequency [21]. In this study the stainless steel cylinder electrode (the same size as the specimens) was used to confine the current lines in a specific area, achieving a uniform distribution of the current lines and therefore the measurements not suffer perturbations.

Electrochemical impedance spectroscopy (EIS) measurements were recorded at E_corr in a frequencies range from 10⁵ Hz to 10⁻³ Hz with a logarithmic sweeping frequency of 5 points per decade. The EIS method involved the imposition of a 10 mV rms amplitude excitation voltage. A 1250 Solartron Frequency Response Analyser linked to an EG&G PARC 273A potentiostat was used for EIS measurements.

3. Results and Discussion

Figure 2 shows Nyquist plots for low-nickel SS in Ca(OH)₂-saturated solution with different NaCl concentrations. Capacitive behaviour can be observed, characterized by a well-defined depressed semicircle. The depressed semicircle was generally due to dispersion of the time constant caused by irregularities on the steel surface, surface roughness, fractal surface, and, in general, certain processes associated with an irregular distribution of the applied potential [22]. Diffusion processes were defined at low frequencies.

(a)

(b)

Impedance data has been modelled using the equivalent electrical circuits (EECs) depicted in Figure 3 for low-nickel SSs. The EEC of Figure 3 contains a constant phase element (CPE) to consider the relaxation time constant. is the electrolyte resistance between the reference electrode and the working electrode, and is the charge transfer resistance, which may be inversely associated with the corrosion process. A CPE unit is often used instead of an ideal capacitor to account for a nonideal capacitive response from the steel/electrolyte interface [22]. This EEC also contains a finite length Warburg diffusion element to describe mass transport processes through the diffusion layer. A one time constant EEC containing a finite length Warburg diffusion element has previously been used by other authors to describe the behaviour of SS in chloride-containing solutions [23]. Table 3 reports the fitting of impedance data for low-nickel SS in Ca(OH)₂-saturated solution with different NaCl additions yielded using the EEC of Figure 3.

Table 3 shows that the value decreased as NaCl was added to the solution. The conductivity of a water solution is highly dependent on the concentration of dissolved salts and other chemical species that ionize in the solution. Thus, as NaCl was added to the Ca(OH)₂-saturated solution its conductivity grew, leading to a lower value.

The impedance results for low-nickel SS in Ca(OH)₂-saturated solution with different NaCl additions presented typical capacitive behaviour, with a semicircle at high frequencies. Nevertheless, as can be seen in Figure 2, the radii of the semicircles decreased as the NaCl concentration increased, indicating a drop in passivity with the presence of chloride ions. The above trend can be further supported by the quantified values seen in the fitted data in Table 3.

The effect of chloride ions can also be evaluated in terms of and , which are parameters of the CPE unit. CPE represents the double-layer capacitance of the steel/electrolyte interface when nonideal behaviour of the capacitor used to describe the metal/solution system is observed. As indicated above, the nonhomogeneity of the double-layer electric field and the roughness of the surface are responsible for deviation in the capacitance from the ideal condition. The impedance of a CPE () is defined by the expression:, , where is a real frequency-independent constant, , is the angular frequency, and is a dimensionless fractional exponent (). Therefore, the CPE-parameters and can reflect the change of a metal electrode surface relating to an electrochemical double-layer [22]. A number of studies have revealed that these parameters vary with the homogeneity of the electrode surface: higher values and lower values ( for an ideal capacitor) were characteristic of nonhomogeneous surfaces [24–26]. For low-nickel SS, values increased with the addition of NaCl. The variation in values from the non-chloride-containing solution to the maximum studied NaCl concentration was by approximately 1-2 points in the same order of magnitude (see Table 3). This may be a sign of the loss of homogeneity on the surface of the electrode due to the effect of chloride ions. However, the small variation in from chloride-free to the maximum tested chloride concentration suggests that low-nickel SS was able to retain its passivity in these adverse environments in unpolarized conditions. In terms of the parameter, low-nickel SS showed no trend as it varied around ~0.90, exhibiting no influence of the NaCl concentration in the Ca(OH)₂-saturated solution.

At low frequencies (in the 5 × 10⁻³–10⁻³ Hz range), diffusion was the controlling process for this new SS (see Figure 2). The Warburg diffusion coefficient () results from mass transport of the species through the passive layer. According to the point defect model (PDM), diffusion was allocated to the transport of vacancies through the passive film. A more stable and resistive passive film presents less defects and therefore a lower due to the lower presence of vacancies available for the mass transport process. The values yielded from the impedance data fitting showed that low-nickel SS exhibited similar values (1.82–1.90 × 10⁻³ Ω cm² s^−1/2) when the NaCl concentration was lower than or equal to 2.0% (see Table 3), which may indicate that the passive film formed at these NaCl concentrations presented similar corrosion stability. However, when the NaCl concentration is 3.0% and 5.0%, an increase in the values was observed. According to the PDM role, this indicates a less compact and protective passive layer.

All these results are similar to those obtained in a previous work [27] due to the experimental conditions in simulated pore solutions were identical since these conditions are normally employed to study the corrosion behaviour of the steel reinforcement.

The authors have reported in a previous research that low-nickel exhibited corrosion current density values of the order of 0.001–0.01 μA/cm² in the presence of 0.4% and 2% chlorides, indicating the permanence of the passive state [28]. Therefore, the aim of the present work was studied the corrosion behaviour of alkali-activated fly ash mortars in more aggressive environment (5% chlorides), taking into account the results obtained in the simulated concrete pore solution.

Figure 4 shows typical Nyquist plots for low-nickel SS rebar embedded in mortars (a) A and (b) B with different chloride additions (0, 2%, and 5%). Measurements were performed after 180 days of experimentation. In general, a capacitive behaviour was obtained, characterised by a poorly defined and depressed semicircle at high frequencies and a second semicircle at low frequencies. Tables 4 and 5 illustrate the fitting of impedance data for low-nickel SS rebar, embedded in mortar A and B, respectively. These tables were yielded using the equivalent electrical circuit (EEC) of Figure 5.

(a)

(b)

The EEC of Figure 5 contains two distributed constant phase elements (CPE_HF and CPE_LF) to consider the two relaxation time constants (see Figure 4). The CPE_HF- couple, which predominated at high frequencies, may be originated by the characteristics of a corrosion product layer, adherent to the reinforcing bars, while the CPE_LF- couple, controlling at low frequencies, characterises the corrosion process of double layer on the steel electrode. was again the electrolyte resistance [22].

Table 4 includes optimised fitting impedance parameter values for the A/steel system. The values for low-nickel stainless steel were in the range from 795 Ω cm² to 2442 Ω cm² for mortars without chloride, while they were lower, 535 Ω cm² and 517 Ω cm² in the cases of mortar with 2% and 5% chlorides, respectively. This decrease in the R_e parameter may be attributed to a high concentration of free chloride ions in the pore network of the mortar, which enhance the electrical conductivity. At high frequency, a semicircle can be seen (Figure 4(a)) which may be associated with the characteristics of a corrosion product layer. The high-frequency process had a CPE_HF () in the range from 2 μFcm⁻² to 9 μFcm⁻², passive layer resistance () values from 149 Ω cm² to 422 Ω cm² were found in the absence of chlorides and from 32 Ω cm² to 144 Ω cm² for mortar with 5% chlorides. Thus, the addition of a high chloride percentage originated a decrease in the parameter, suggesting that the passive film was less protective and its thickness was lower. Therefore, the mortar A containing 5% chlorides presented low corrosion resistance. Finally, at low frequencies a capacitive behaviour was observed, and the charge transfer resistance (), obtained from numerical fitting (see Table 4), was as high as 7668kΩ cm², indicating the permanence of the passive state.

Table 5 includes optimised fitting impedance parameter values for the B/steel system. The high frequency process had a CPE_HF () in the range from 2 μFcm⁻² to 13 μFcm⁻². The and parameters were similar to those obtained for steel embedded in A mortars, suggesting that the surface film was equal protective and the mortar presented low corrosion rate. The and values for low-nickel stainless steel were in the range from 261 Ω cm² to 1219 Ω cm² and from 22 Ω cm² to 119 Ω cm², respectively.

A depressed capacitive semicircle was also observed at low frequency (see Table 5), values were in the range of 17–22 μFcm⁻². These values may indicate the no gradual breakdown of the passive film. At increasing times, values were constant, showing that the steel surface became homogeneous. Finally, the values were extrapolated by fitting the low frequency portion of the diagram by a semicircle. This value was as high as 7468 kΩ cm² in the presence of 5% chlorides.

Therefore, it can be observed that the of the low-nickel SS embedded in both fly ash mortars with 5% chlorides additions were also very high. Accepting that the Stern-Geary equation can be applied, with an approximate B constant value of 52 mV [29], the resulting was 0.0068 μA cm⁻² and 0.0070 μA cm⁻² for A and B mortars, respectively. This suggests the very low corrosion susceptibility of the low-nickel SS reinforcements in these mortars in a very aggressive medium (5% chlorides).

Low-nickel SS presented values of 212280 Ω cm² in the presence of 5% Cl⁻, applying the Stern-Geary equation, the was 0.26 μA cm⁻². The results achieved in synthetic solution suggest low-nickel SS exhibit high corrosion resistance. Therefore, the effect caused by the reduced Ni content is almost balance by the beneficial effect of other additives such as manganese or nitrogen. In the present study and in the literature [14, 15], the influence of the metal base composition on the corrosion process has proved not to be a very important factor, and the low-nickel SS in synthetic solution with chloride has a good durability.

According to the obtained for mortars A and B, suggesting that these fly ash cements due to their high alkalinity should limit rebar corrosion to negligible levels. Moreover, the microstructure of these mortars is dense and compact, leading to a system with a lower porosity [28], which causes difficulty in the mobility of chloride ions to the steel surface. The use of low-nickel SS embedded in fly ash mortars guarantee the durability of reinforced concrete structures in aggressive environment. However, in a previous work, Boqi et al. [30] have demonstrated that the corrosion of reinforcements in coastal harbour were most severe in the high tide level zone, while no damage was found in the tide range and underwater positions. Therefore, it is suggested that the presence of chlorides may or not damage the reinforced cement structures, but the location of structures must be taken into account so that it is an important factor. In light of these last results and knowing that the tests of the present study were carried out at early age (180 days of experimentation), further investigations are necessary to asses if the low-nickel SS embedded in fly ash mortars are a viable material to be used in real structures that need to last 50–100 years.

4. Conclusions

EIS results obtained for low-nickel SS in alkaline-saturated calcium hydroxide solution showed that values decreased with the addition of NaCl. Nevertheless, values were so high that low-nickel SS preserved its passivity, exhibiting high corrosion resistance. Diffusion processes were observed for low-nickel SS. The values obtained showed that for a NaCl concentration higher than or equal to 3.0% a less compact and protective passive film was formed.

EIS results obtained for low-nickel SS in fly ash mortars showed that values were of the order of 0.007 μA/cm² in the presence of chlorides independently of the type of activator used. These results suggest a good durability of low-nickel SS in these mortars with 5% chlorides at 180 days of experimentation.

Acknowledgments

M. Criado and S. Fajardo express their gratitude to the Spanish Research Council (CSIC) for their Contract under the Juan de la Cierva and the JAE Program, respectively, cofinanced by the European. The authors express their gratitude to Project BIA2008-05398 from CICYT, Spain, for financial support and to ACERINOX SA for supplying the tested low-nickel stainless steels.

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Copyright © 2012 M. Criado et al. This is an open access article distributed under the Creative Commons Attribution License, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.

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