EFFECT OF pH VALUE ON THE CORROSION EVOLUTION OF Q235B STEEL IN SIMULATED COASTAL-INDUSTRIAL ATMOSPHERES
CHEN Wenjuan(), HAO Long, DONG Junhua, KE Wei, WEN Huailiang
Environmental Corrosion Research Center of Materials, Institute of Metal Research, Chinese Academy of Sciences, Shenyang 110016
Cite this article:
CHEN Wenjuan, HAO Long, DONG Junhua, KE Wei, WEN Huailiang. EFFECT OF pH VALUE ON THE CORROSION EVOLUTION OF Q235B STEEL IN SIMULATED COASTAL-INDUSTRIAL ATMOSPHERES. Acta Metall Sin, 2015, 51(2): 191-200.
The atmosphere in many cities along the coastal lines such as Qingdao in China has been polluted with SO2 due to the development of industry, and the atmosphere therefore has been changed to coastal-industrial atmosphere. The corrosion behavior and mechanism of steels in coastal-industrial atmosphere with the co-existence of SO2 and Cl- are different from that in the coastal atmosphere containing only Cl- or the industrial atmosphere containing only SO2. In addition, pH value is diverse in different coastal-industrial atmosphere. However, there are only few researches on the effect of pH value on the corrosion evolution of steels in the coastal-industrial atmosphere. Almost all the atmospheric corrosion data of steels were obtained by the field exposure test, which could not reflect the dependence of the atmospheric corrosion evolution of steels on pH value due to the difficulties in controlling the field conditions. In this work, the effect of pH value on the corrosion evolution of Q235B steel in the simulated coastal-industrial atmospheres has been investigated by the dry/wet cyclic corrosion test (CCT), XRD and EIS. The results indicate that, when the content of SO2 is lower, changing pH value has no effect on the corrosion of the steel. When the content of SO2 is higher, the corrosion rate of Q235B steel influenced by changing pH value shows an extreme phenomenon, that is, when the pH value being a certain value between the "higher" and the "lower", the corrosion rate of Q235B steel reaches the maximum value. When the SO2 content is certain, changing pH value almost has no effect on the rust composition. To some extent, the existence of SO2 inhibits the formation of β-FeOOH. With the increasing of SO2 content, the relative contents of β-FeOOH and ϒ-FeOOH are decreasing, and ϒ-FeOOH maybe reduced back to Fe3O4 or transform to α-FeOOH. With the corrosion process prolongs, the rust evolution shows almost the same trend. In addition, when the content of SO2 in the simulated coastal-industrial atmosphere is lower, the Q235B steel mainly follows Cl- corrosion mechanism, and the influence of pH value on corrosion behavior of the steel is not obvious. When the content of SO2 is higher, the Q235B steel also follows Cl- corrosion mechanism in the early stage; with prolonging the dry/wet cyclic corrosion test number, H2SO4 regeneration mechanism accelerates corrosion of the steel as the effect of SO2 on corrosion increasing significantly。
Fund: Supported by National Natural Science Foundation of China (Nos.51201170 and 51131007), National Basic Research Program of China (No.2014CB643300) and National Material Environmental Corrosion Platform
Table 1 The electrolytes for simulating the coastal-industrial atmosphere with different SO2 contents and pH value
Fig.1 Corrosion mass gain (DW) of Q235B steel in simulated coastal-industrial atmospheres with 0.001 mol/L (a), 0.010 mol/L (b) and 0.150 mol/L (c) Na2SO3 solution
Fig.2 Bilogarithmic plots of the corrosion mass gain of Q235B steel in simulated coastal-industrial atmospheres with 0.001 mol/L (a), 0.010 mol/L (b) and 0.150 mol/L (c) Na2SO3 solution
Atmosphere
1st stage
2nd stage
3rd stage
4th stage
No.1
y=-0.108+0.991x
-
-
-
R2=0.998
No.2
y=-0.069+0.958x
-
-
-
R2=0.998
No.3
y=-0.122+0.996x
-
-
-
R2=0.999
No.4
y=-0.094+1.039x
-
-
-
R2=0.999
No.5
y=-0.044+1.006x
-
-
-
R2=0.999
No.6
y=-0.072+1.031x
-
-
-
R2=0.999
No.7
y=0.057+0.772x
y=0.232+0.566x
y=-0.725+1.401x
y=-0.176+0.994x
R2=0.977
R2=0.992
R2=0.996
R2=0.999
No.8
y=0.062+0.849x
y=0.256+0.605x
y=-0.664+1.405x
y=-0.096+1.007x
R2=0.997
R2=0.992
R2=0.996
R2=0.995
No.9
y=0.047+0.795x
y=0.199+0.614x
y=-0.705+1.398x
y=-0.014+0.877x
R2=0.981
R2=0.964
R2=0.995
R2=0.998
Table 2 Fitting results of corrosion mass gain of Q235B steel in the nine simulated coastal-industrial atmospheres in Table 1 (y is lgDW, x is lgN, lgA is the constant and n is the slop in the Eq.(3), R2 is the fitting correlation coefficient)
Fig.3 Curves of lgr vs lgN of Q235B steel in simulated coastal-industrial atmospheres with 0.001 mol/L (a), 0.010 mol/L (b) and 0.150 mol/L (c) Na2SO3 solution(r—corrosion rate)
Fig.4 XRD spectra of the powdered rust on Q235B steel in the simulated coastal-industrial atmospheres after different corrosion cycles
Fig.5 Synchrotron radiation XRD spectra of the powdered rust on Q235B steel after 120 cyc in simulated coastal-industrial atmospheres
Fig.6 Bode plots of the EIS results for the rusted Q235B steel samples as a function of the CCT number in the simulated coastal-industrial atmospheres with different pH of 0.150 mol/L Na2SO3 solution
Fig.7 Equivalent circuit for EIS of the rusted Q235B steel samples in the simulated coastal-industrial atmospheres with 0.150 mol/L Na2SO3 simulating solution (Qf— constant phase element (CPE) parameter for the phase shift; Rr—sum of the rust resistance and the solution resistance; Qdl—CPE parameter of the double layer; Rct—charge transfer resistance; ZW—diffusion impedance)
Fig.8 Evolution of the parameters of Rr (a), Y0 (b) and Rct (c) obtained from the EIS data for Q235B steel samples in the simulated atmospheres with 0.150 mol/L Na2SO3 solution as a function of the cyclic number
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