Introduction

Corrosion damages are known to have a considerable impact on national economies, and a great deal of efforts and resources are directed at corrosion prevention and development of reliable monitoring and testing methods [14]. One of the promising and not much exploited methods consists in recording the electrochemical noise (EN), which instantaneously reflects corrosion events as these occur. The EN measurements seem especially useful in comparative studies, such as materials screening for a desired application [5, 6]. The technique is experimentally simple and appropriate for detection and analysis of early stages of localized and general corrosion. One of its main advantages is that it can be used without disturbing the object under investigation. There is no need of imposing any external perturbation to the electrochemical system which might change its specific properties. The use of EN measurements for corrosion studies was first described by Iverson in 1968 [7] who examined fluctuations in electrochemical potential. Later, it has been found that the combination of electrochemical potential noise and current noise is more powerful than individual measurements [8]. Various aspects of EN measurements have been discussed in the literature [9, 10].

Translation of the electrochemical noise into practical information calls for appropriate mathematical treatment. Analysis of the recorded data can be performed in the time domain by application of statistical techniques which enable investigating the size, shape and distribution of the potential or current fluctuations due to corrosion processes [1114]. As the localized corrosion is often characterized by high number of overlapping components, Fourier transform techniques [6, 1518], which operate in the frequency domain, are also helpful. Electrochemical noise originating from corrosion processes is generally non-stationary in character and another tool, such as wavelet analysis, may appear useful in addition to or instead of the conventional Fourier analysis [19, 20].

One of the parameters derived from statistical analysis is electrochemical noise resistance (R n) defined as the ratio of the standard deviation of potential noise to the standard deviation of current noise [21, 22]. Evaluation of corrosion rates on the basis of this parameter appears especially effective in the systems characterized by localized corrosion [23, 24] but there are examples showing the usefulness of this approach in the case of general corrosion [25].

In this work, electrochemical noise was measured for three model metallic materials differing in corrosion properties-Al, Fe and Fe30Al-in neutral, acidic or alkaline solutions containing 4 wt% NaCl with the objective to establish correlation between the electrochemical noise and corrosion intensity on the basis of an appropriate treatment of the recorded numerical data and ex situ examination of the specimen surface by means of light microscopy.

Experimental

Measuring devices

A dedicated laboratory set-up constructed for the needs of this project and schematically drawn in Fig. 1 allows simultaneous independent recording of the potential and current changes of four electrochemical (corrosion) cells.

Fig. 1
figure 1

Scheme of the measuring set-up for recording the apparatus noise and electrochemical noise

A quadruple ionometer is used for the potentiometric measurements. A monolithic FET-input amplifier INA116 provides extremely low input bias current of 3 fA for each electrode input. The gains can be set on 1, 10 or 100 by connecting an external resistor (R Z).

The corrosion current which flows through the working electrode as a result of processes inside the electrochemical cell is further amplified in an quadruple I/U converter (electrometer amplifier AD549). The value of resistor, R X, in a feedback loop of the I/U converter determines the instrument sensitivity with regard to the monitored process and is selected prior to the measurements. Three full-scale current ranges are available from 10 nA to 1 μA. The device is coupled with a computer equipped with a 16-bit resolution data acquisition card PCI-1716 (Advantech) and dedicated home-made software. The acquisition device, PCI-1716, is a powerful high-resolution multifunction card for the PCI bus. It features a 250 kS/s 16-bit A/D converter and an on-board 1 K sample FIFO buffer for A/D. The card can also have up to 16 single-ended or 8 differential A/D input channels or a combination of these, 2 16-bit D/A output channels, 16 digital input/output channels and 1 10-MHz 16-bit counter channel. PCI-1716 provides specific functions for different user requirements.

The devices and three electrochemical (corrosion) cells were placed inside a Faraday cage. The fourth channel of ionometer and the fourth channel of I/U converter were used for recording the noise from the electronic components and net interferences under zero-current and zero-potential conditions. Electrochemical noise data were registered by a program (virtual instrument) designed in a LabVIEW environment.

Materials and reagents

Electrochemical noise was measured for three chemically different materials: aluminium, iron and iron aluminide (Fe30Al). The materials were cut into square pieces (1 × 10 × 10 mm3) and ground with emery paper to 1,200 grit number. Electrical connections (copper wires) were attached to each sample by means of two-component epoxy glue ELPOX AX 15. Positions of specimens were stabilized with a nonconductive two-component epoxy glue UHU PLUS, as shown in Fig. 2.

Fig. 2
figure 2

Scheme of the electrode preparation steps (a) and a digital picture of the electrode assembly before the experiment (b)

Next, three samples of the same material were embedded in a slowly setting three-component epoxy resin TRANSLUX D180 and maintained at 50 °C for 1 week. Before the test, the surface of samples was ground with emery paper to 1,200 grit number and polished with Struers diamond suspensions (3 and 1 μm grain size). A volume of 3 ml of electrolyte aerated prior to the test was pipetted to a 10-ml beaker. The electrode assembly constructed as in [26] was immersed in the electrolyte and the whole set-up, sealed with a Parafilm, was transferred to a Faraday cage. The electrochemical noise was registered at room temperature during 24 h with current and potential sampling frequency of 20 Hz. The first measurement was done in distilled water as reference, next ones in the following aqueous solutions:

  1. 1.

    4 wt% NaCl, pH 7,

  2. 2.

    4 wt% NaCl + acetate buffer (0.01 M CH3COOH + 0.01 M CH3COONa), pH 4.5,

  3. 3.

    4 wt% NaCl + carbonate buffer (0.01 M Na2CO3 + 0.01 M NaHCO3), pH 10.

After each experiment, the electrodes were removed from the beaker, rinsed thoroughly with distilled water and dried. Metallurgical microscope, NIKON Epiphot 300, was used for the examination of their surface. Before running consecutive experiments, the electrodes were ground and polished to renew the surface.

Electrochemical noise analysis

Twelve data sets (three different materials, each tested in four solutions) were obtained as a result of experiments carried out in this work. Each data set included over 1.5 million points of potential samples and the same number of current samples. Sampling frequency was 20 Hz.

Subtraction of the trend line

In EN measurements, a drift component may overlap the useful signal. Critical issue in the analysis of electrochemical current or potential noise signals is how to effectively remove this drift without losing valuable data [27]. Typical trend removal techniques, such as moving average trend removal or polynomial trend removal, may lead to eliminating useful information. The moving average trend removal has been reported inappropriate for drift removal [28]. The linear trend removal shows satisfactory results only in cases when drift is fairly uniform [28, 29], while an increased order of the polynomial results in excessive trend removal and loss of valuable information [30]. On the other hand, Bertocci et al. [28] described fitting and subtraction of polynomial function as a simple and effective technique for signal detrending. The effectiveness and simplicity were the reasons for choosing this method in the present work. Unlike Bertocci, who used at least fifth-degree polynomials, we calculated the trend line as an approximation of third-degree polynomial. The approximation was performed in consecutive data frames comprising 214 points. Additionally, the line was smoothed on the edges of data frames (Fig. 3). Third-degree polynomial allowed relatively simple fitting of the trend line during approximation.

Fig. 3
figure 3

An example of noise data processing for iron corrosion in the acidified solution of NaCl. Top-source potential and current signals of electrochemical noise, middle-data after subtraction of trend line and further correction, bottom-power spectral densities (Ψ) obtained by averaging Ψ values calculated in consecutive frames with the use of Hann function

Signal transformation to frequency domain

Next calculations were performed in a frequency domain. Fast Fourier transforms were calculated in consecutive frames comprising 214 points with an overlap of 75 % frame length, and power spectral density (Ψ) was obtained for each frame. The values of Ψ E and Ψ I used for subsequent calculations over the whole data range were obtained by averaging relevant power spectral densities calculated in consecutive frames [31]. In order to eliminate the effect of discontinuities between the first and the last point of the time record, the Hanning window was applied prior to calculating the Fourier transform, as recommended by Bertocci et al. [28].

Calculation of potential and current deviations

Variance of signal can be calculated by integration of Ψ over the whole range of frequencies [23]. However, corrosion phenomena (especially the localized ones) are considered slow [6, 28, 32, 33] and therefore variances in this work were calculated in a limited range of frequencies only. The deviation was obtained as square root of variance calculated by integration of relevant power spectral densities over frequencies below 10 mHz.

Noise resistance

Noise resistance (Rn) is a parameter used for the evaluation of corrosion rate. It is described as a quotient of standard deviation of potential and standard deviation of current [13, 23, 30]. As earlier reported [34], the assessment based on noise resistance gives the same results as traditional corrosion tests but is much faster. In general, it can be assumed that the value of Rn depends inversely on the corrosion rate. A similar parameter, but considered in a frequency domain, is spectral noise resistance Rsn, defined as square root of the Ψ E and Ψ I quotient [23]. The relationship between these two parameters is given by Eqs. (1) and (2).

$$ Rn=\frac{\sigma_E^2}{\sigma_I}=\sqrt{\frac{\sigma_E^2}{\sigma_I^2}}=\sqrt{\frac{{\displaystyle \underset{f \min }{\overset{f \max }{\int }}{\psi}_E df}}{{\displaystyle \underset{f \min }{\overset{f \max }{\int }}{\psi}_I df}}} $$
(1)
$$ {R}_{sn}(f)=\sqrt{\frac{\psi_E(f)}{\psi_I(f)}} $$
(2)

R sn is strongly related to polarization resistance R p, defined as a slope of curve representing potential vs. current dependence at the free corrosion potential. For frequencies tending to zero, these parameters, R sn and R p, become equal [23, 31]. There are different ways to calculate the value of noise resistance, some advise using R sn at the lowest available or arbitrarily chosen frequency [13, 26] and some averaging R sn for several lowest frequencies [3537]. In our study, the noise resistance was calculated according to Eq. (3), while Ψ E and Ψ I-by averaging power spectral densities in consecutive frames.

$$ {R}_n=\sqrt{\frac{\delta_E^2}{\delta_I^2}}=\sqrt{\frac{{\displaystyle \underset{f \min }{\overset{10 mHz}{\int }}{\psi}_E df}}{{\displaystyle \underset{f \min }{\overset{10 mHz}{\int }}{\psi}_I df}}} $$
(3)

Characteristic frequency

Characteristic frequency can be calculated as a quotient of corrosion current I corr and characteristic charge q [13, 38].

$$ {f}_n=\frac{I_{corr}}{q}=\frac{B^2}{\psi_E} $$
(4)

In order to associate characteristic frequency with noise resistance, the value of Ψ E used in Eq. (4) was calculated as the average of Ψ E within the same range of frequencies as in the calculation of R n. B is the Stern-Geary coefficient obtained from Tafel slopes according to Eq. (5):

$$ B=\frac{b_a-{b}_c}{2.303\left({b}_a+{b}_c\right)} $$
(5)

where b a and b c are anodic and cathodic Tafel slopes [38]. The values of Tafel slopes for Fe and Al were taken from the literature [39, 40]. The Stern-Geary coefficients were about 0.2 and 0.4 V for Fe and Al, respectively. For Fe30Al, this coefficient was assumed to be the same as for iron.

Characteristic frequency is a parameter describing the frequency of corrosion events. It is considered that R n combined with f n allows to categorise the rate and type of corrosion in a reasonable and intuitive way [41, 42].

Results and discussion

Examination of electrode surface after EN measurements

Sea water environment was simulated by 4 wt% NaCl solution in water. The acetate and carbonate buffers were added to assess the influence of pH (neutral, acidic, basic) on the corrosion behaviour. The properties of aluminium, iron and iron aluminide in these solutions should be significantly different. On the grounds of thermodynamics, aluminium is an active metal but it produces a protective oxide in contact with an oxygen-containing environment (e.g. air or water). In acidic (pH < 4) or alkaline (pH > 9) environments [43], this passive oxide becomes unstable. Moreover, it can be attacked by chloride ions, which initiate localized corrosion, i.e. appearance of corrosion pits [44]. Visual inspection of aluminium electrodes after immersion in the experimental salt solutions fully coincides with theoretical predictions. After 24-h immersion in distilled water, the surface of aluminium was almost unchanged. First symptoms of pitting, i.e. sparsely distributed small pinholes were noticeable under the light microscope after immersion in the neutral solution of NaCl. The effects of corrosion were more visible in the acidified solution. Several relatively large pits were spotted close to the sample edge (Fig. 4).

Fig. 4
figure 4

Localized corrosion of aluminium tested in the acidified NaCl solution (pH 4.5)

More advanced damage was observed in the alkaline solution of NaCl. The pits on aluminium surface were small but numerous (Fig. 5). As earlier reported [45], the susceptibility of AA6061 (aluminium with about 2 % alloying additions) depends on pH and chloride ion concentration [6]. It has been demonstrated that corrosion of aluminium alloy in neutral and acidic solutions is quite slow and localized. However, in basic solutions, the alloy suffers from rapid corrosion due to the reaction with OH ions. Features of both pitting and general corrosion have been observed. The effect of chloride ion concentration was evaluated by potentiodynamic polarization measurement. The anodic current density increased with the concentration of NaCl. Pitting corrosion was observed within the concentration range 0.003–5.5 % NaCl and pitting potential decreased with the increasing concentration of NaCl.

Fig. 5
figure 5

Corrosion of aluminium tested in the alkaline NaCl solution (pH 10)

It has been demonstrated that corrosion pits are filled with aluminium salts; however, their exact compositions are not sufficiently known. Two different types of salts have been mentioned: neutral AlCl3 and basic Al(OH)2Cl or Al(OH)Cl2. According to [46], reactions (1), (2) and (3) contribute to the pit formation.

$$ {\mathrm{Al}}^{3+}+{\mathrm{H}}_2\mathrm{O}\leftrightarrows {\mathrm{H}}^{+}+\mathrm{Al}{\left(\mathrm{OH}\right)}^{2+} $$
(1)
$$ \mathrm{Al}{\left(\mathrm{OH}\right)}^{2+}+{\mathrm{Cl}}^{\hbox{-}}\leftrightarrows \mathrm{Al}\left(\mathrm{OH}\right){\mathrm{Cl}}^{+} $$
(2)
$$ \mathrm{Al}\left(\mathrm{OH}\right){\mathrm{Cl}}^{+}+{\mathrm{H}}_2\mathrm{O}\leftrightarrows \mathrm{Al}{\left(\mathrm{OH}\right)}_2\mathrm{Cl}+{\mathrm{H}}^{+} $$
(3)

In contrast to aluminium oxide, iron rust (hydrated forms of Fe2O3 such as reddish-brown Fe(OH)3) is typically flaky and very easily spalls off, exposing fresh metal for subsequent reactions [47]. Corrosion of iron in distilled water was relatively slow and, after 24-h exposure, the surface remained almost unchanged. In the NaCl solution, the symptoms of general and localized corrosion were already clearly seen. Small and larger pits appeared mostly close to the sample edges. In some areas, the surface looked like after etching, with visible details of microstructure (Fig. 6). The behaviour of iron in acidic and basic solutions was different. Severe degradation occurred in the solution containing the acetate buffer (pH 4.5). Large areas on the surface were chemically modified (Fig. 7). The surface was roughened and had a blackish colour characteristic of magnetite (Fe3O4), which can form in acidic environments according to reaction (4) [48].

Fig. 6
figure 6

Localized corrosion of iron tested in the neutral NaCl solution (pH 7)

Fig. 7
figure 7

Surface of iron after exposure to the acidified NaCl solution (pH 4.5) with visible smooth round-shaped areas, where gas bubbles blocked the access of the solution; bright field image (a), dark field image (b)

$$ 3\ \gamma -\mathrm{FeOOH}+{\mathrm{H}}^{+}+{\mathrm{e}}^{-}\to {\mathrm{Fe}}_3{\mathrm{O}}_4+12{\mathrm{H}}_2\mathrm{O} $$
(4)

The composition of iron rust is usually complex and depends on the chemistry of solution. Corrosion products formed on iron often include goethite (α-FeOOH), lepidocrocite (γ- FeOOH), magnetite (Fe3O4), maghemite (α-Fe2O3), ferrous oxide (FeO), siderite (FeCO3), ferrous hydroxide (Fe(OH)2), ferric hydroxide (Fe(OH)3), ferrihydrite (5Fe2O3 · 9H2O), calcium carbonate (CaCO3) and green rusts [48]. The round-shaped smooth areas visible in Fig. 7 are the sites where gas bubbles evolving during the test adhered to the electrode, blocking its contact with the solution. In the acidic environment, the most probable gaseous product is hydrogen produced in reaction (5).

$$ {\mathrm{Fe}}^0+2{\mathrm{H}}^{+}\to {\mathrm{Fe}}^{2+}+{\mathrm{H}}_2\uparrow $$
(5)

The release of hydrogen bubbles influence the EN signal and the characteristic spikes were visible in the spectra (Fig. 3).

The basic solution was less aggressive for iron. Iron passivation in basic solutions may be ascribed to a number of surface reactions, such as [49]:

$$ \mathrm{Step}\ \mathrm{I}:{\mathrm{Fe}}^0+{\mathrm{OH}}^{-}\to \mathrm{Fe}{\left(\mathrm{OH}\right)}_{\mathrm{ads}}+{\mathrm{e}}^{-} $$
(6)
$$ \mathrm{Step}\ \mathrm{II}:\mathrm{Fe}{\left(\mathrm{OH}\right)}_{\mathrm{ads}}\to \mathrm{Fe}{{\left(\mathrm{OH}\right)}^{+}}_{\mathrm{ads}}+{\mathrm{e}}^{-} $$
(7)

At pH > 9, the adsorbed complex ion may eventually transform into iron (II) hydroxide or oxide or iron (II and III) oxide [49]:

$$ \mathrm{Fe}{{\left(\mathrm{OH}\right)}^{+}}_{\mathrm{ads}}+{\mathrm{OH}}^{-}\to \mathrm{Fe}{\left(\mathrm{OH}\right)}_2\mathrm{or}\ \left[\mathrm{FeO}+{\mathrm{H}}_2\mathrm{O}\right] $$
(8)

or

$$ 3{\left[\mathrm{Fe}{\left(\mathrm{OH}\right)}_2\right]}_{\mathrm{ads}}+2{\mathrm{O}\mathrm{H}}^{-}\to {\mathrm{Fe}}_3{\mathrm{O}}_4\left({\mathrm{Fe}}_2{\mathrm{O}}_3\mathit{\cdotp FeO}\right)+4{\mathrm{H}}_2\mathrm{O}+2{\mathrm{e}}^{-}\left(\mathrm{passive}\ \mathrm{layer}\right) $$
(9)

However, in general, there is no agreement about the structure and the chemistry of the passive films on iron.

Corrosion behaviour of iron aluminides depends on their aluminium content and not much is available in the literature on the corrosion of iron aluminides in sea water. It has been reported [50] that chloride ions promote pitting corrosion of Fe-Al intermetallics. In this study, iron aluminide, Fe30Al, turned out the least resistant to corrosion in NaCl solutions, especially in the neutral and acidic environments After immersion in the acidic solution, corrosion pits were clearly seen (Fig. 8).

Fig. 8
figure 8

Pitting corrosion of iron aluminide tested in the acidified NaCl solution (pH 4.5); bright field image (a), dark field image (b)

In the basic solution, similarly as in the case of iron, the symptoms of corrosion were less visible.

Electrochemical noise analysis

Consecutive steps of data processing for one selected experiment are illustrated in Fig. 3. Sets of electrochemical noise data for all 12 experiments comprising 3 materials and 4 environments were prepared in the same way for further analysis.

Subsequent analysis was focused on the values of deviations of current and potential and the values of noise resistance. These parameters constitute the basis for drawing conclusions about the corrosion processes. It has been demonstrated earlier [13] that the lower values of noise resistance are associated with higher rates of corrosion. Figure 9 presents values of deviation of potential vs. deviation of current in the logarithmic scale.

Fig. 9
figure 9

Deviation of potential vs. deviation of current. Individual markers-deviations calculated in consecutive data frames.

Substantial diversification between the experiments is seen when analysing the values of deviation of current. The lowest values of this parameter are obtained for the experiments in distilled water and the highest ones in acidic or basic environments, depending on the material tested. Deviations of potential in different experiments overlap within certain ranges and are more scattered. The lowest values and the smallest scattering of potential deviations are observed for the experiments with the Fe cell, except one carried out in water.

It may occur that the relationship between δ E and δ I is characteristic for particular materials and corrosion environments. In Fig. 9, this effect can be seen as total or partial separation of regions marked with the same colour. For example, the regions related to Fe in neutral and basic (10 mM carbonate buffer, pH 10) solutions of NaCl overlap. The most distinct separation of regions related to different environments is visible for Fe30Al. Presumably, different type of corrosion dominates in each environment. For Al, the particular regions can be distinguished along the δ I axis rather than along the δ E axis.

The values of δ I are quite small for all experiments in distilled water whereas in the more aggressive environments, such as acidic or basic solutions of NaCl, they are the highest. The regions corresponding to Fe and Fe30Al in the neutral solution of NaCl generally fall in the range of intermediate values on the log δ I axis, relative to other environments.

The electrochemical noise measurements were analysed with reference to microscopic images of surfaces after exposure. Figure 10 allows comparing post-test microscopic images and values of noise resistance calculated from the relevant whole data ranges. The acidic conditions appear the most aggressive for Fe and Fe30Al and this is reflected in the corresponding small values of noise resistance. In the case of basic conditions, strongly localized pitting is the dominant type of corrosion. Although it is not clearly seen in the presented pictures, the pits are deep and the products of corrosion form characteristic outgrowths on the surface.

Fig. 10
figure 10

Microscopic images of corrosion in different conditions compared with the values of noise resistance calculated from the whole data range (Cond. 1: H2O; Cond. 2: 4 wt% NaCl; Cond. 3: 4 wt% NaCl + acetate buffer (0.01 M CH3COOH + 0.01 M CH3COONa), pH 4.5; Cond. 4: 4 wt% NaCl + carbonate buffer (0.01 M Na2CO3 + 0.01 M NaHCO3), pH 10)

In the basic conditions (pH 10), classified as the most aggressive for Al, corrosion pits are formed on the surface. This is in agreement with the Pourbaix diagram for aluminium, where the passive layer is stable within the pH range from 4 to 9 [44]. As expected, the least corrosive environment for all the investigated materials was that of distilled water.

In view of the above-presented analysis, noise resistance can be a useful parameter in the evaluation of corrosion rate (high value-slow corrosion, low value-fast corrosion). However, it does not identify corrosion type. An attempt in this direction has been undertaken by mapping the pairs of statistical parameters derived from EN measurements to evaluate the corrosion behaviour of mild steels in different NaCl/NaNO2 solutions (details of experiments are given in [41]) [42]. For example, comparison of noise resistance with characteristic frequency (the details of calculations are presented in experimental section) allows to distinguish three overlapping areas corresponding to main corrosion types: passivation, general corrosion and pitting corrosion. Passivation area is situated at high values of noise resistance and high values of characteristic frequency. Pitting corrosion area corresponds to low noise resistance and low characteristic frequency, while general corrosion area-to high characteristic frequency and relatively low noise resistance.

The values calculated from EN measurements for Fe30Al investigated in the present work are shown in Fig. 11a on the background of areas indicating different corrosion types established for mild steels. In spite of totally different experimental conditions and materials, there are some common tendencies regarding corrosion types.

Fig. 11
figure 11

Points representing noise resistance vs. characteristic frequency calculated from EN measurements for the Fe30Al electrodes tested in different electrolytes marked on the parameter map constructed for mild steel [42] (a) and parameter maps for Fe (b) and Al (c)

The locations of points corresponding to the experiments with Fe30Al do not fall exactly in the corrosion contours determined for mild steel, which indicates that corrosion charts are probably system-specific. The areas representing different corrosion types for Fe30Al are shifted to higher values of noise resistance relative to those reported in the literature. Thus, the points illustrating noise resistance vs. characteristic frequency for Fe30Al in water would fall in the passivation range, while in other solutions-in the pitting or general corrosion range. From the microscopic images, it can be concluded that pits were formed on the surface of Fe30Al in all solutions. However, pitting intensity and character depend on the environment. In the case of corrosion in the NaCl solution, (Fig. 10), entire surface of the sample was affected and many small pits were visible. Solid corrosion products were seen on the surface. In acidic solution, numerous open pits of different sizes were formed, generally much larger than in neutral solution. Corrosion products were mostly soluble, nevertheless the surface was evidently changed. Unlike in neutral and acidic NaCl solutions, most of the surface was only slightly affected after exposure to basic NaCl solution. However, a number of large pits could be found with corrosion products formed around or outgrowing from the pits. It has been reported [51] that basic environment promotes passivation and hinders general corrosion. Moreover, even in the presence of chloride anions, reconstruction of the passive layer can occur. This is understandable in view of the pitting corrosion theory, saying that the passivated surface of material is cathodic and the interior of pits is anodic, since pH inside the pits is lower than outside in the solution [5262].

Similarly as in the case of Fe30Al, points in Fig. 11b corresponding to the experiments with Fe electrodes are shifted by about one order of magnitude to noise resistance values higher than the data reported in the literature [42]. The distribution of points on the corrosion chart is different. The points representing the experiment in distilled water are found in the passivation area, which is consistent with microscopic examinations; however, the sets of points related to the experiments in basic and neutral solutions of NaCl overlap for the most part on the characteristic frequency axis and all environments are hardly distinguishable on the noise resistance axis. The points representing the experiment in acidic solution are situated in the general/uniform corrosion area, which is actually expected for iron in acidic environment [31]. However, the evolution of gas bubbles (see section 3.1) might cause some disturbances in the electrochemical noise, resembling metastable pitting and local corrosion [13].

As follows from microscopic images, corrosion of the Al electrodes is visibly localized in all types of NaCl solutions. The tendency of this material to behave in that way may be seen in relatively low values of characteristic frequency. The characteristic regions presented in Fig. 11c are indistinguishable along this axis but they slightly differ along the axis of noise resistance, which coincides with microscopic observations (the most advanced pitting corrosion in the basic solution) and with the lower calculated electrochemical noise resistance.

Conclusions

It has been demonstrated that the laboratory set-up constructed in this work together with the dedicated virtual instrument for data collection designed in the LabVIEW environment can be used for the evaluation of corrosion behaviour of metallic materials on the basis of electrochemical noise measurements.

The parameter, referred to as electrochemical noise resistance, derived from spectral analysis of potential and current signals, allowed classification of corrosion intensity in the investigated model systems. Higher values of noise resistance in most cases indicated better resistance to corrosion in a given environment, which was confirmed by microscopic examination. It is advisable to analyse noise resistance with reference to the characteristic frequency and the potential and current deviations.