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Recent progress on the research of steel corrosion behavior and corrosion control in the context of CO2 geological utilization and storage: a review

  • Hanwen Wang

    Hanwen Wang is a graduate student at Institute of Rock and Soil Mechanics, Chinese Academy of Sciences. His research primarily focuses on metal CO2 corrosion, CO2 corrosion protection and CO2 mineralization for solid waste disposal.

    , Liwei Zhang

    Liwei Zhang is a professor at Institute of Rock and Soil Mechanics, Chinese Academy of Sciences. He received his PhD in environmental engineering from Carnegie Mellon University in 2013. His research areas are CO2 storage, subsurface reactive transport modeling, and cementitious materials.

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    , Kaiyuan Mei

    Kaiyuan Mei is an associate professor at School of New Energy and Materials, Southwest Petroleum University. His research primarily focuses on the corrosion issues of wellbore cement-based materials in CO2 storage and sour gas extraction.

    , Xiaowei Cheng

    Xiaowei Cheng is a professor at School of New Energy and Materials, Southwest Petroleum University. His research mainly focuses on the application of cementitious composites in well cementing and studies on cementitious matrix bonding and mechanical integrity under complex conditions.

    , Quan Xue

    Quan Xue is a lecturer at School of Water Resources and Hydroelectric Engineering, Xi’an University of Technology. His research mainly focuses on carbonation of reinforced concrete, the impact of CO2 on porous media structure, and related fields.

    , Yan Wang and Xiaojuan Fu
Published/Copyright: May 31, 2024

Abstract

CO2 geological utilization and storage (CGUS) is a key technology to achieve carbon neutrality goals. To apply CGUS on a larger scale, the issue of steel corrosion during the process must be addressed to mitigate technological risks. This paper provides an overview of CO2-induced steel corrosion mechanisms and identifies factors that influence corrosion. The impact of CO2 partial pressure, temperature, salinity, pH, impurities, and fluid flow on steel corrosion behavior are also discussed. With the presence of water, the corrosive effect of supercritical CO2 on steel is stronger than that of dissolved CO2 or gaseous CO2. As the temperature increases, the corrosion rate of steel first increases and then decreases. Increasing salinity and decreasing pH lead to an accelerated corrosion rate of steel. Corrosion inhibitors, coatings, and corrosion-resistant alloys are recommended protective measures against CO2-induced corrosion. Compared with coatings, corrosion inhibitors and corrosion-resistant alloys are more commonly used in CGUS projects. Future research directions include further exploration of the mechanisms underlying CO2-induced steel corrosion, clarifying the coupled effects of various environmental factors, and developing corrosion protection technologies under high-pressure and high-concentration CO2 conditions.

1 Introduction

As global industries continue to expand, a significant amount of greenhouse gas, primarily CO2, is being emitted into the atmosphere, thereby exacerbating the already serious issue of global climate warming (Soeder 2021). In its annual report of 2021, the Intergovernmental Panel on Climate Change (IPCC) pointed out that as of 2019, the annual average concentration of CO2 had reached 410 ppm, and atmospheric CO2 concentration had reached its highest level in two million years (IPCC 2021). If not adequately controlled, this situation will pose a significant threat to natural ecosystems and human living environments. As the world’s largest emitter of greenhouse gases, China has paid great attention to carbon emission reduction efforts and has incorporated them into long-term development plans.

CO2 geological utilization and storage (CGUS) is currently considered as an effective approach for reducing CO2 emissions (Zhang et al. 2023). It involves injecting captured CO2 into underground spaces using engineering techniques, utilizing geological conditions for energy production or enhancing resource extraction, while ensuring long-term isolation of injected CO2 from the atmosphere (Sæle et al. 2022). In CO2 utilization and sequestration systems, well casing materials are subject to long-term corrosion due to the combined effects of CO2 partial pressure, temperature, salinity, water content, microorganisms, stress, etc., leading to an increased risk of CO2 leakage. The main types of corrosion include pitting corrosion, stress cracking corrosion, galvanic corrosion, crevice corrosion, and microbiologically induced corrosion. In high-salinity conditions, severe scaling issues may also occur in production wells, which can trigger corrosion under deposits. Also, during the operations of CGUS, impurities are inevitably present in the environment, such as O2, H2O, H2S, SO2, and others. When water adheres to a metal surface, other impurities will dissolve in the water, thereby forming a corrosive medium that leads to the formation of corrosion pits on the metal surface, resulting in defects in pipelines and other equipment. This reduces the strength of pipelines and other equipment, increases the likelihood of failures, and can trigger safety accidents. Steel corrosion may occur in various scenarios such as CO2 transportation, enhanced oil recovery, and saline aquifer storage. The main corrosion mechanisms include corrosion of metal pipelines, well casings and tubing, as well as equipment valves and wellhead valves. Figure 1 illustrates the corrosion status of a water–oil two-phase fluid transport pipeline of an oilfield in southern India, where the internal pH of the fluids in the pipeline is 6.5, the partial pressure of CO2 gas is 586 Pa, the mass concentration of NaCl is 91.69 g/L, and the mass concentrations of Ca and Mg are 1.88 and 0.51 g/L, respectively. In China, CO2 transportation pipelines have been put into operation, and large-scale CGUS projects have been implemented in oilfields such as Shengli Oilfield, Yanchang Oilfield, and oilfields in Ordos Basin and Junggar Basin. Due to the application of various oil recovery techniques in the Shengli oilfield, an increasing amount of O2 has entered the oil-water system, leading to severe corrosion. The corrosion rate of some pipelines reaches 0.15 mm/year, accompanied by incidents of pipeline perforation. After a prolonged period of water injection development, an oil production plant of Yanchang oilfield has entered the medium to high water-cut development phase. The water cut of some oil wells is as high as 80 % or more, and the produced fluids contain acid gases such as CO2, significantly increasing the risk of corrosion-induced perforation and fracturing of downhole tubulars and other downhole steel-made components. Conducting research on the corrosion behavior of steel in CGUS environments is crucial to minimize the safety risks associated with CO2-induced corrosion.

Figure 1: 
					CO2 corrosion of a pipeline (Talukdar et al. 2012; reused with permission from SPE).
Figure 1:

CO2 corrosion of a pipeline (Talukdar et al. 2012; reused with permission from SPE).

Dry CO2 itself is not corrosive to steel (Dewaard and Milliams 1975; Russick et al. 1996; Zhang et al. 2011). However, during storage, transportation, and utilization processes, CO2 inevitably comes into contact with water and other impurities. When CO2 dissolves in water, its corrosivity is often higher than that of hydrochloric acid at the same pH, leading to severe corrosion of steel. In order to enhance CO2 storage efficiency, the CGUS process generally involves injecting a large amount of supercritical CO2 (Sc-CO2) into underground spaces, forming an independent phase of Sc-CO2 in the aquifer, with a high partial pressure (typically above 10 MPa). Under these conditions, the solubility of CO2 in water significantly increases, resulting in the formation of highly corrosive carbonic acid solutions. Under extreme conditions, the pH of carbonic acid solutions can drop below 3, greatly increasing the risk of corrosion in downhole tubulars and steel casing (Cui et al. 2019) and causing the occurrence of safety accidents such as leaks (Schmitt et al. 1999; Zhang and Cheng 2010). CO2 leakage can cause severe consequences. Large-scale CO2 leakage, which is referred to as CO2 blowout, can cause heavy damage of the wellbore system and casualties of on-site workers. Even a small-scale CO2 leakage may cause contamination of groundwater and accumulation of CO2 in low-elevation areas. When the concentration of CO2 reaches 10 %, it can cause suffocation of nearby humans and animals. In 2011, the Tinsley oilfield in Mississippi, USA experienced a CO2 blowout event, leading to asphyxiation of wildlife and soil contamination. To mitigate the adverse impacts of CO2 leakage, approximately 27,000 tons of drilling mud, contaminated soil, and 32,000 barrels of liquid were removed. In 2014, an explosion and leak incident took place in a pipeline used for transporting liquid CO2 at a Sinopec East China branch oilfield (the CO2 pressure was 9.0 MPa and the temperature was 50 °C). Fortunately, no casualties were reported, although approximately 60 m of the pipeline were damaged. For the aforementioned accidents, CO2-induced corrosion is a primary contributor. Therefore, in the operation of CGUS, CO2 corrosion is an issue that cannot be ignored. Currently, research on the corrosion of steel by high-pressure and high-concentration CO2 primarily focuses on natural gas and oil pipelines, with limited studies on steel corrosion behavior under CGUS conditions. Considering the current application status and future prospects of CGUS technology, elucidating the corrosion behavior and mechanisms of steel in CGUS environments, identifying the influencing factors of CO2 corrosion, and exploring corrosion prevention measures are of significant practical importance. These efforts will contribute to the understanding of steel corrosion mechanisms due to CO2 and mitigating CO2 corrosion risks.

This paper provides a systematic review of steel corrosion under CGUS conditions, summarizing the mechanisms of CO2-induced corrosion on steel. This review paper analyzes the factors influencing CO2 corrosion and summarizes existing corrosion protection measures for steel in CO2 environments. Furthermore, this paper highlights the research gaps and presents future research prospects in this field.

2 CO2 corrosion mechanism

The overall reaction of CO2-induced corrosion on steel is not complex, primarily resulting in the formation of FeCO3 as the corrosion product (reaction (1)).

(1)Fe+H2O+CO2FeCO3+H2

Dissolved CO2 in water alters the chemical properties of the solution, generating ions such as H+, HCO3 and CO32−, which influence the electrochemical reactions involved in the corrosion of steel (including cathodic and anodic reactions). Unlike strong acid corrosion or oxidative corrosion, the cathodic and anodic reactions involved in steel corrosion under the influence of CO2 are highly complex. Therefore, gaining a deeper understanding of the electrochemical reactions involved in corrosion is crucial for better understanding the corrosion mechanisms of steel and predicting the extent of corrosion in steel under long-term CO2 exposure.

2.1 Cathodic reaction

In a CO2-water environment, the solution conditions have a strong influence on the cathodic reactions. For instance, pH determines the corrosiveness of the solution and affects the corrosion product layer that can protect the steel surface. Regarding the impact of carbonate ions on the cathodic reaction, two different reaction mechanisms exist: the direct reduction mechanism and the “buffering” mechanism. The “buffering” mechanism only considers the reduction of H+ (reaction (2)), where H2CO3 and HCO3 act as “reservoirs” for storing H+. Therefore, the monovalent hydrogen in H2CO3 and HCO3 does not directly receive e. On the other hand, in the direct reduction mechanism (reactions (3) and (4)), the monovalent hydrogen in H2CO3 and HCO3 directly accepts e, resulting in monovalent hydrogen reduction and production of H2 (Kahyarian 2018; Kahyarian et al. 2020; Kahyarian and Nesic 2020; Remita et al. 2008).

(2)H++eH2
(3)H2CO3+eH2+HCO3
(4)HCO3+eH2+CO32

Remita et al. (2008) investigated the mechanism of the “buffering” mechanism associated with HCO3 ions using electrochemical techniques. They measured the potentiodynamic polarization curves in CO2-saturated and deaerated solutions, which showed a higher cathodic limiting current in the presence of CO2. They developed a model that considered only H+ reduction and the “buffering” mechanism, and used this model to fit the polarization curves under different rotational speeds and CO2 saturation conditions. This was done to explain the reason behind the higher limiting current observed in saturated CO2 solution, thus demonstrating the rationality of the “buffering” mechanism. Kahyarian and Nesic (2020) used similar methods to confirm the “buffering” mechanism. Their model considered H+ reduction as the only possible cathodic reaction, and the flux equation combined the homogeneous reaction rates of all acids and bases in the corrosive solution. This model could predict the potentiodynamic cathodic polarization of the steel in acidic solutions (Figure 2) and thereby was able to determine the kinetic characteristics (i.e., corrosion rates, corrosion control factors, etc.) of the electrochemical corrosion process of steel.

Figure 2: 
						Comparison of the experimental and calculated (dotted lines) polarization behavior of X65 mild steel in acidic solutions, at 30 °C, 0.1 mol/L NaCl, RDE, 2000 rpm, and various pH values (Kahyarian 2018).
Figure 2:

Comparison of the experimental and calculated (dotted lines) polarization behavior of X65 mild steel in acidic solutions, at 30 °C, 0.1 mol/L NaCl, RDE, 2000 rpm, and various pH values (Kahyarian 2018).

The direct reduction mechanism is commonly used to explain the phenomenon of higher corrosion rates in aqueous solutions with a greater dissolved CO2 content and higher concentration. In another study, Nesic et al. (1996b) pointed out that in water solutions containing CO2, the corrosion limiting current was higher than that in HCl solutions with the same pH value. They attributed this phenomenon to the direct reduction of H2CO3 on the metal surface. Gulbrandsen and Bilkova (2006), using linear polarization resistance (LPR) and weight loss measurements, also found that with increasing acetic acid concentration in the solution, the corrosion rate increased even when the anodic reaction (iron dissolution) was inhibited. They also attributed this phenomenon to the direct reduction of carbonate and acetic acid.

In summary, both the direct reduction mechanism and the “buffering” mechanism can be used to explain the process of cathodic reaction in CO2-water environment, and the corresponding mechanism needs to be selected according to different application scenarios.

2.2 Anodic reaction

Similar to the cathodic reaction, the anodic reaction is also influenced by solution conditions, especially the pH value, which alters the formation and concentration of intermediate adsorbates on the metal surface (Keddam et al. 1981a,b). Additionally, the deposition of corrosion products on the steel surface can also affect the anodic reaction (Li et al. 2014). In the presence of CO2, the anodic pathways for iron dissolution remain a subject of debate, particularly regarding the adsorption mechanism of CO2 on the metal surface or other intermediate species.

The determination of the anodic reaction mechanism is crucial for predicting the kinetics of the corrosion process. Heusler (1958), Bockris et al. (1961), and Bockris and Drazic (1962) employed steady-state techniques to investigate the anodic reaction process and proposed two distinct mechanisms: the catalytic mechanism (Heusler mechanism, reactions (5)reactions –reactions (8)) and the concerted mechanism (Bockris mechanism, reactions (9)reactions –reactions (11)). In the catalytic mechanism, the generated intermediate FeOHads behaved similar to a catalyst, accelerating the iron dissolution process without undergoing significant changes itself. FeOHads is an intermediate product adsorbed on the surface of steel, generated during the anodic reaction between Fe and H2O. In contrast, the concerted mechanism suggested that iron dissolution occurred through a continuous “sequence”, where the intermediate species FeOHads undergone irreversible changes as the reaction progresses. Similarly, Kahyarian et al. (2017) employed steady-state techniques to study the effect of CO2 on the anodic reaction at different CO2 partial pressures. They observed slight variations in the Tafel slope coefficients measured under different CO2 partial pressures, indicating the involvement of CO2 in the anodic reaction.

(5)Fe+H2OFeOHads+H++e
(6)Fe+FeOHads[Fe(FeOHads)]
(7)[Fe(FeOHads)]+OHFeOH++FeOHads+2e
(8)FeOH++H+Fe2++H2O
(9)Fe+H2OFeOHads+H++e
(10)FeOHadsFeOH++e
(11)FeOH++H+Fe2++H2O

In order to explain the differences in Tafel slope coefficients observed at different pH values and CO2 partial pressures, Nesic et al. (1996a) proposed a CO2 adsorption mechanism, wherein CO2 directly adsorbs onto the metal surface, forming Fe–CO2 complexes (abbreviated as FeL, FeLOH(ads), FeL(OH)2(sol), etc., as shown in reactions (12)reactions –reactions (17)). Since these anodic reaction mechanisms were derived from steady-state techniques, some scholars have questioned their validity, arguing that relying solely on steady-state techniques is insufficient to demonstrate the effect of CO2 on the anodic reaction. They suggested the use of transient techniques to support the results obtained from steady-state techniques (Almeida et al. 2017). Almeida et al. (2017) employed electrochemical impedance spectroscopy to investigate the impact of different CO2 partial pressures on the anodic reaction at pH 4. They observed a pronounced response loop in the impedance spectra, which was attributed to the presence of adsorbed FeOH intermediate species. Even with increasing CO2 partial pressure, the observed response loop remained associated with the adsorption of intermediate species. Therefore, they concluded that CO2 did not directly adsorb on the steel surface but was likely adsorbed on other intermediate species on the steel surface.

(12)Fe(s)+CO2FeL
(13)FeL+H2OFeLOH(ads)+H++e
(14)FeLOH(ads)FeLOH(ads)++e
(15)FeLOH(ads)++H2OFeL(OH)2(ads)+H+
(16)FeL(OH)2(ads)FeL(OH)2(sol)
(17)FeL(OH)2(sol)+2H+Fe2++H2CO3

Note: FeL and FeLOH correspond to C-bearing Fe–CO2 complex and Fe–OH–CO2 complex.

In summary, the dissolved inorganic carbon in water exerts a significant influence on the electrochemical reactions. Under the same pH conditions, the presence of CO2 increases the corrosion rate due to direct reduction or the “buffering effect” mechanism. The higher the CO2 partial pressure, the greater the corrosion current. The role of CO2 in the anodic reaction is not yet fully understood, and the complexity and diversity of intermediate species are the main factors contributing to this issue. Currently, a comprehensive investigation of the cathodic and anodic reaction mechanisms of CO2 corrosion on steel requires the integration of steady-state and transient techniques in electrochemistry.

3 Factors affecting corrosion

The geological conditions of CGUS operations are highly complex, especially after CO2 injection, which transforms the environment into a corrosive environment with high CO2 concentration and low pH. In addition, various factors such as high temperature and pressure conditions in the subsurface, corrosive ions like sulfides and sulfates, flow conditions, etc., can also influence and potentially alter the corrosion process of steel materials. Table 1 presents some research results on the corrosion of steel in Sc-CO2 environments in recent years. The type of steel, environmental conditions, types and concentrations of impurities can all significantly affect the corrosion behavior of steel.

Table 1:

Some research results about the corrosion of steel in Sc-CO2 environments in recent years.

Material Temperature (°C) Pressure (MPa) Environment Impurities Time (h) Corrosion rate (mm·a−1) References
N80 80 80 3.5 wt% NaCl solution 0 72 4.23 Sun et al. (2023)
0.1 MPa H2S 1.66
0.4 MPa H2S 0.72
0.6 MPa H2S 0.93
1.0 MPa H2S 1.00
1.2 MPa H2S 0.90
P110 80 9.5 CO2-saturated aqueous phase 168 6.12 Wei et al. (2018)
X65 35 8 Water-saturated Sc-CO2 phase 0 48 0.1 Hua et al. (2015a)
500 ppm O2 0.0075
1000 ppm O2 0.03
X70 50 10 Water-saturated Sc-CO2 phase 200 ppm SO2 120 0.269 Sun et al. (2018)
1000 ppm SO2 0.423
1000 ppm SO2 and O2 0.842
316L 35 8 10 % HCl solution 110 0.0012 Collier et al. (2013)
304L 0.00086
13Cr 60 8 Nitric acid solution 52 ppm O2, SO2, NO2 120 0.03 Xiang et al. (2020)
5Cr 35 8 Clarke’s solution 20 ppm O2 48 0.12 Hua et al. (2015a)
500 ppm O2 0.04
1000 ppm O2 0.022
3Cr 60 10 1.0 wt% NaCl and Clarke’s solution 192 2 Hua et al. (2020)
1Cr 1.8

3.1 The impact of CO2 partial pressure

The partial pressure of CO2 has a significant impact on the corrosion of steel. As the underground pressure varies with depth, the phase state of CO2 also varies with depth. Under different phase states, the corrosion behavior of steel varies accordingly. Bai et al. (2018) studied the effect of CO2 partial pressure on the corrosion rate of J55 carbon steel at 65 °C with 30% crude oil/brine, and found that supercritical CO2 accelerates the corrosion rate of the steel, and the partial pressure of CO2 affects the protective performance of FeCO3 by changing the formation of corrosion products, which in turn affects the corrosion rate. In the Sc-CO2 phase and solution phase, the corrosion mechanisms of steel differ. In the solution phase, the corrosion appears to be relatively uniform and general (Figure 3a), while in the Sc-CO2 phase, the corrosion on the steel surface is non-uniform, exhibiting distinct localized corrosion patterns (Figure 3b). The occurrence of this phenomenon may be related to the distribution of water. In the Sc-CO2 environment, water unevenly adheres to the metal surface and forms small water droplets at the surface, with some CO2 dissolving in the water droplets, resulting in intense corrosion of localized metal surfaces. In the solution environment, on the other hand, the metal surface is immersed in a CO2-saturated solution, leading to uniform corrosion. Pressure not only affects phase changes but also influences the formation of corrosion products. It leads to changes in the content of substances such as H2CO3 and pH values in the system by affecting the solubility of CO2, thereby affecting the entire corrosion process. The solubility of CO2 in water increases significantly with an increase in CO2 partial pressure. Under atmospheric pressure conditions, the solubility of CO2 in pure water is only 0.029 mol/kg (0.1 MPa, 30 °C). However, under CGUS conditions, the CO2 partial pressure can exceed 10 MPa, corresponding to a solubility of 1.361 mol/kg (10 MPa, 30 °C) (Duan and Sun 2003).

Figure 3: 
						The micro-corrosion morphology of N80 steel in the solution phase (a) and Sc-CO2 phase (b).
Figure 3:

The micro-corrosion morphology of N80 steel in the solution phase (a) and Sc-CO2 phase (b).

Choi and Nesic (2011) suggested that pressure variations had a significant impact on the formation of corrosion product films on steel surfaces, consequently influencing the corrosion process of the steel material. In their experiments, they observed that under high pressure in a water vapor-gaseous CO2 environment without free water, slight changes in temperature and pressure caused some water vapor to condense into liquid water, which adhered to the steel surface and became saturated with CO2. This resulting solution corroded the steel surface. However, the corrosion reaction simultaneously formed a protective FeCO3 film, inhibiting further corrosion of the steel material. The protective performance of FeCO3 increased with an increase in CO2 pressure. Wei et al. (2015) investigated the mechanism of corrosion product formation on X70 steel under pressures of 9.5 and 1 MPa. They found that the FeCO3 formed under 9.5 MPa was more complete, dense, and exhibited better protective properties compared to the FeCO3 formed under 1 MPa.

In addition to influencing the formation of corrosion product films, changes in CO2 partial pressure also affect the solubility of CO2 in water, altering the concentrations of H+ and dissolved inorganic carbon, and thus impacting the corrosion process. At the same temperature, the corrosion rate of steel in a humid supercritical CO2 environment is significantly higher than that in a low-pressure gaseous environment. This is because, under supercritical conditions, the solubility of CO2 in water rapidly increases, leading to an increase in the concentrations of corrosive species like H2CO3, HCO3, and CO32− in water. Consequently, the cathodic reaction rate is accelerated, ultimately resulting in an accelerated corrosion rate (Zhang et al. 2012). Similarly, in low-pressure gaseous environments, the solubility of water in CO2 is much higher than in supercritical environments (Wei et al. 2017). Wei et al. (2017) calculated that the solubility of water in CO2 at 1 MPa was approximately four times higher than at 10 MPa, indicating that at low pressure, a significant amount of water dissolved in CO2, with only a small amount of water condensing out. Conversely, in supercritical environments, a large amount of water condensed on the steel surface, leading to a significantly higher concentration of corrosive substances than that in low-pressure environments, resulting in more severe corrosion.

In summary, CO2 partial pressure can influence corrosion rates by affecting the solubility of CO2 in water and the participation coefficient of water in CO2 phase. In Sc-CO2 environments, water tends to condense on the steel surface and abundant CO2 is able to dissolve in condensed water, causing heavy pitting corrosion of steel. Therefore, if CO2 is transported as supercritical state in a pipeline, the water content in the Sc-CO2 phase must be strictly controlled. Also, the inner oil tubes of CO2 injection wells at CO2 geological utilization and storage sites are very prone to heavy CO2 corrosion, due to direct contact with Sc-CO2. At present, the CO2 pressure range already investigated is limited, and the corrosion behavior of steel exposed to super high CO2 pressure (i.e., 30 MPa or above) has yet been widely investigated. Therefore, further in-depth research is needed to explore corrosion behavior in a wider pressure range, particularly in high-pressure environments.

3.2 The impact of temperature

Within a certain temperature range, the corrosion rate of steel in CO2 aqueous solutions accelerates with increasing temperature. This is because temperature alters the structure of the corrosion product film, thereby influencing the corrosion rate (Wei et al. 2017). Relevant studies have indicated that in CGUS operations, the burial depth of downhole casings typically exceeds 800 m (Bachu 2003, 2008), and the temperature increases from ambient temperature to around 100 °C as the burial depth increases (Wu et al. 2017). Therefore, studying the CO2 corrosion behavior of steel within this temperature range is an essential aspect of developing CGUS technology.

Li et al. (2013) discovered that, under a CO2 partial pressure of 4 MPa at lower temperatures, the corrosion product grains of P110 steel were coarse, with a loose stacking structure and poor protection. However, as the temperature increased, the corrosion product film became denser, leading to a reduced corrosion rate. Dong et al. (2021) investigated the influence of temperature on the corrosion rate of N80 steel in gas phase and liquid phase environments. They observed that in both gas phase and liquid phase, the corrosion rate of N80 steel exhibited a trend of initially increasing and then decreasing with temperature, reaching its maximum corrosion rate at 90 °C. Ren et al. (2021) employed alternating current impedance techniques to investigate the impact of temperature on CO2 corrosion of steel in simulated formation water. They observed the presence of three times constants associated with high-frequency capacitance related to double-layer capacitance and charge transfer resistance, intermediate to low-frequency capacitive arcs corresponding to the active dissolution of the corrosion product film, and low-frequency capacitive arcs related to the formation of the corrosion product film. As the temperature increased, the capacitive arc gradually decreased and eventually disappeared, while the low-frequency capacitive arc gradually expanded, facilitating the formation of the corrosion product film. The charge transfer resistance also increased gradually, indicating enhanced densification of the corrosion product film, thereby providing better protection to the steel and reducing the corrosion rate.

In summary, temperature can influence the corrosion rate of steel by affecting the state of the film composed of corrosion products on the steel surface. In gaseous phase CO2, a general relationship between the corrosion rate and temperature is that the corrosion rate increases first with temperature, reaches a peak and then decreases. A maximum corrosion rate is reached when the temperature is at 90 °C. However, there is relatively limited research on the effects of temperature on the corrosion behavior of steel in CGUS environment, where CO2 is at supercritical state. The change in CO2 temperature when CO2 is injected from the surface to the deep formation may cause alteration of CO2 state, which in turn affects the corrosion rate of the oiltube steel. In supercritical CO2, water evaporation into CO2 phase becomes obvious, and the change in temperature affects the water evaporation rate, which causes a change in the steel corrosion rate when the steel is exposed to supercritical CO2. Furthermore, in Sc-CO2, the solubility of CO2 in water, the formation rate of the corrosion product film on the steel surface, and the corrosion mechanisms may become different from those in a gaseous phase CO2 scenario. Therefore, extensive experimental and numerical studies are still needed to investigate the impact of temperature variations on the corrosion rate in CGUS processes.

3.3 The impact of flow velocity

Due to the fact that changes in flow velocity can alter the structural properties (i.e., compactness and protective capabilities) of the corrosion product film on the steel surface (Gao et al. 2008), flow velocity has an impact on the corrosion process. Niu et al. (2017) found that as the flow velocity increased, the degradation of the corrosion product film intensified, leading to reduced protection, and the corrosion rate almost exponentially increased. Yang et al. (2020) found that with the increase of liquid flow rate, the loosely aggregated flocculent corrosion products on the surface of 20# steel gradually transformed into relatively dense but discontinuous needle-like corrosion products (Figure 4). Furthermore, the increase in liquid flow rate resulted in a gradual acceleration of the corrosion rate. In addition, variations in flow velocity can also induce localized corrosion of the steel (Nesic et al. 2004; Schmitt and Mueller 1999). Schmitt and Mueller (1999) found that when the flow velocity or intensity of the fluid reached a certain level, it hindered the regeneration of the protective corrosion product film, leading to the occurrence of localized corrosion at sites where the corrosion product film had peeled off.

Figure 4: 
						The microstructural morphology of 20# steel after 1 h of corrosion at different flow rates (Yang et al. 2020; reused with permission from Emerald Publishing Limited).
Figure 4:

The microstructural morphology of 20# steel after 1 h of corrosion at different flow rates (Yang et al. 2020; reused with permission from Emerald Publishing Limited).

In summary, most studies report that with an increase of flow velocity, the corrosion product film becomes less stable and becomes easy to peel off, which increases the corrosion rate. While the influence of flow velocity on steel corrosion has been established to some extent in a one-phase system (i.e., water with dissolved CO2), there is limited research on the impact of multiphase flow in high-concentration and high-pressure CO2 environments on steel corrosion, particularly in the highly complex environmental conditions encountered in subsurface formations. Therefore, extensive experimental and numerical studies are required to elucidate the corrosion behavior and mechanisms of steel under various fluid flowing conditions in CGUS environment.

3.4 The impact of salinity and pH

With the increasing demand for oil and gas, many oil and gas fields with high salinity water are being explored and developed (Dong et al. 2019; Liu et al. 2013). Due to the corrosiveness of formation water in these fields, the application of CGUS in these fields entails increased risks. Current research primarily focuses on the impact of high salinity production water on CO2 corrosion of steel (Dong et al. 2019; Liu et al. 2016; Zhang et al. 2012). Dong et al. (2020a) investigated the influence of water salinity on the corrosion behavior of X60 steel. The results showed that as the salinity increased, the corrosion rate on X60 steel accelerated gradually. When the salinity reached 8.172 g/L, uniform corrosion gradually turned into pitting corrosion. Xue et al. (2013) employed electrochemical methods to study the corrosion behavior of CT80 steel in high-salinity oilfield water and the influence of salinity on the corrosion process. The results indicated that at maximum salinity, the charge transfer resistance of CT80 steel was minimal, and the corrosion current density as well as the corrosion rate was maximal. Bacca et al. (2022) conducted research on the effects of salinity on the corrosion of X65 steel and found that as the salinity decreased, the corrosion rate of N80 steel also decreased. This finding was consistent with the results obtained by Dong et al. (2019).

The pH value of the solution is an important factor influencing the corrosion of steel pipes. Wang et al. (2021) found that as the pH value decreased from 6 to 2, the corrosion rate of carbon steel increased nearly 10 times. Pessu et al. (2015) studied the effect of pH on the pitting behavior of X65 steel in CO2-saturated saline water. The results showed that as the pH increased, the corrosion product on the surface of X65 steel transformed from non-protective Fe3C to the protective FeCO3, leading to a decrease in the overall corrosion rate. Deng et al. (2021) conducted a study on the erosive behavior of X80 steel under different pH conditions using electrochemical methods. They observed that as the pH value rose, the self-corrosion potential of X80 steel shifted towards more negative values, and the corrosion current density gradually decreased. Furthermore, the total polarization resistance increased, which resulted in a decrease in the corrosion rate and an enhancement in the corrosion resistance of X80 steel (see Figure 5).

Figure 5: 
						The polarization curve (left) and polarization resistance values (right) of X80 steel under different pH conditions (Deng et al. 2021).
Figure 5:

The polarization curve (left) and polarization resistance values (right) of X80 steel under different pH conditions (Deng et al. 2021).

In summary, the aforementioned research findings indicate that the effects of salinity and pH on CO2 corrosion of steel both have monotonic patterns. Specifically, under a single flow phase condition, the corrosion rate of steel increases with an increase in salinity, and the corrosion rate decreases with an increase in pH. Under a multiphase condition where steel is exposed to supercritical CO2 and water, there is currently no consensus on the exact level and pattern of salinity impact on CO2 corrosion of steel. Therefore, further investigations on this topic are necessary.

3.5 The impact of impurities

During CGUS, it is not possible to have an environment that solely contains CO2. Geological formations frequently host a multitude of gases and liquids, including water and various corrosive impurities such as O2, SO2, H2S, and NO2. These impurities, along with H2O and CO2, have the potential to interact with steel and cause severe corrosion to steel materials (Cui et al. 2021; Deng et al. 2011; Huang et al. 2012; Shi et al. 2023; Wang 2014).

O2, as a strong oxidizing agent, has an impact on the corrosion of steel under CO2 exposure, particularly when O2 coexists with CO2 in the presence of water. Shi et al. (2023) investigated the corrosion behavior of N80 steel in a CO2/O2 system. They found that when the CO2 content in the system was high, localized corrosion dominated by CO2 corrosion occurred, with the main corrosion product being dense FeCO3. In a CO2/O2 equilibrium environment, corrosion transitioned to a combined action of both CO2 and O2, resulting in corrosion products of FeCO3 and porous Fe2O3. In environments with high O2 and low CO2, dense FeCO3 is disrupted, leading to horizontal development of corrosion pits, and corrosion shifted to predominantly O2-induced comprehensive corrosion. Similar findings were obtained in the CO2/O2 system, when O2 was present in trace amounts, the dominant process was CO2 corrosion, with FeCO3 formed as a protective layer. However, in the presence of O2, the generated FeOOH or Fe2O3 did not provide protective properties.

H2S is commonly from natural gas production and combustion processes, making it a common impurity in CGUS (Choi et al. 2016). In comparison to the CO2/O2 system, the corrosion behavior of the CO2/H2S system is more complex. Scholars (Brown et al. 2004; Fierro et al. 1990; Ueda 2005) suggested that in the CO2/H2S system, CO2 played a promoting role in corrosion, and as its relative content increased, the corrosion process gradually shifted towards being CO2-dominated. The presence of H2S could directly participate in cathodic reactions, exacerbating CO2 corrosion. It could also react with iron to form an FeS film, which slowed down corrosion. Therefore, in an environment where CO2 and H2S coexist, there are competitive or synergistic effects between the two. Current research on CO2/H2S mainly focuses on the ratio of partial pressures (He et al. 2009; Yin et al. 2008), but there is no unified standard for defining the threshold ratio at which either of them dominates corrosion. Sridhar and Saadedine (1998) proposed that when the partial pressure ratio of CO2/H2S was greater than 200 (CO2-dominated corrosion), CO2 was the primary corrosive medium, and the corrosion rate was closely related to the structural properties of the FeCO3 film formed on the steel surface. When the partial pressure ratio of CO2/H2S was less than or equal to 200 (H2S-dominated corrosion), the presence of H2S led to the preferential formation of a dense FeS film on the steel surface, thereby inhibiting the formation of the FeCO3 film. Whether this FeS film provides protective effects depends on temperature and pH. Pots and John (2002), on the other hand, hold a different viewpoint on the threshold ratio. They proposed that when the partial pressure ratio of CO2/H2S was less than 20, H2S controlled the corrosion process, and the predominant corrosion product was FeS. When the ratio was between 20 and 500, CO2 and H2S alternatively controlled the corrosion process, and the corrosion product consisted of both FeS and FeCO3. When the ratio exceeded 500, CO2 controlled the corrosion process, and the predominant corrosion product was FeCO3. Although scholars have proposed different threshold partial pressure ratios of CO2 to H2S, the underlying rationale for the determination of the threshold partial pressure ratio remains consistent. The criterion for the determination is the compositions of the corrosion products. If the main corrosion product is FeCO3, the corrosion is controlled by CO2. If the primary corrosion product is FeS, the corrosion is controlled by H2S. If the corrosion product comprises both FeCO3 and FeS, the corrosion is controlled by both CO2 and H2S.

Under the same conditions, the influence of SO2 on corrosion is greater than that of O2 (Hua et al. 2017; Sun et al. 2016b), primarily because SO2 reacts with water to form H2SO3, which lowers the pH of the system (Cole et al. 2012; Farelas et al. 2013). When O2 is present in the system, H2SO3 further converts to H2SO4, resulting in more severe corrosion issues (Hua et al. 2015b; Ruhl and Kranzmann 2013; Sun et al. 2016a). As for H2S, the presence of O2 leads to the formation of elemental sulfur (S), making the corrosion behavior of steel more complex (Dugstad et al. 2014; Sun et al. 2016c). Relevant studies indicate that when corrosive impurities such as O2, H2S, SO2, and NO2 coexist, they can react with each other, forming new corrosive substances (e.g., H2SO4, HNO3, S, etc.), which can influence the corrosion process of steel (Dugstad et al. 2014; Halseid et al. 2014; Ruhl and Kranzmann 2012; Sun et al. 2017). Barker et al. (2017) systematically summarized the possible interactions between various impurities and the corrosion mechanisms of steel in corresponding environments. They pointed out that in addition to electrochemical corrosion occurring at the solution-steel interface, O2, H2S, SO2, and NO2 could undergo numerous reactions, but the precise effects of these reactions on corrosion remained unclear and require further investigation.

In addition to gases, certain ions present in formation fluids also influence the corrosion behavior of steel. The presence of Cl in the solution significantly affects the corrosion rate of steel. Under typical conditions, Cl can disrupt the passive film, making the occurrence of pitting corrosion more likely (Pal et al. 2019). Zhang et al. (2011) studied the pitting behavior of J55 steel in NaCl/NaHCO3 solution using electrochemical techniques and found that the corrosion rate increased with the addition of Cl. Similarly, Cui et al. (2021) observed pitting corrosion on the steel surface in the presence of Cl, resulting in at least a 20-fold increase in the corrosion rate. Liu et al. (2014) discovered that the corrosion rate of N80 steel initially increased and then decreased with an increasing Cl content. Before reaching the maximum value, the addition of Cl accelerated the anodic reaction rate and promoted corrosion. However, after reaching the maximum, the increase in Cl content reduced the solubility of CO2 and affected the participation of other substances in corrosion reactions, leading to a decrease in the corrosion rate. Ca2+ and Mg2+ are common cations in formation fluids, and their presence can lower the solubility of CO2 and result in the precipitation of CaCO3 and MgCO3. Due to the similar crystal structures of CaCO3, MgCO3, and FeCO3, Ca2+, and Mg2+ can substitute for Fe2+ in the structure of FeCO3. This substitution may alter the structure and protective properties of the corrosion product layer, thereby affecting the mechanism of CO2 corrosion on steel (Hua et al. 2018). Ingham et al. (2012) conducted experiments and found that the addition of Mg2+ reduced the critical saturation level required for precipitation, thereby accelerating the precipitation of FeCO3. Ding et al. (2009) investigated the corrosion behavior of carbon steel in simulated formation water containing different concentrations of Ca2+, and the results showed that as the Ca2+ concentration increased, more Fe2+ in FeCO3 was gradually replaced by Ca2+, leading to an increase in the corrosion rate. Zhao et al. (2005) studied the influence of the coexistence of Ca2+ and Mg2+ on the corrosion behavior of P110 steel and found that the presence of both cations increased the anodic current, reduced the cathodic current, and altered the morphology and composition of the corrosion products.

In summary, researchers have conducted extensive studies on the impact of various impurities on the corrosion behavior of steel. In general, sulfur-bearing impurities (i.e., H2S and SO2) have very significant enhancing impact on the level of CO2-induced steel corrosion. Therefore, special care must be taken to ensure the contents of H2S and SO2 are below the safety threshold. For a CO2 and H2S co-existing system, the presence of the corrosion product (FeS or FeCO3) is the key to evaluate whether the corrosion process is governed by H2S or CO2. At present, research in corrosion with presence of multiple impurities in complex environments is limited. Particularly, the understanding of synergistic effects and interactive mechanisms among multiple impurities, as well as the surface structure of the films with multiple corrosion products, still require thorough investigation.

3.6 The impact of alloying element type and content

The corrosion rate and corrosion products vary among different types of steels when exposed to CO2 corrosion. Under similar conditions, carbon steel generally exhibits higher corrosion rates compared with stainless steel or other alloy steels, which may be closely related to the types and content of alloy elements present in the steel (Xiang et al. 2020; Xu et al. 2012). Sun et al. (2020) conducted CO2 corrosion tests on carbon steel and steels with different Cr contents. They found that carbon steel and low chromium steel (Cr content less than 1 wt%) formed coarser-grained FeCO3 on the surface. After removing the corrosion product film from the steel surface, large localized corrosion pits were observed on carbon steel and low chromium steel, indicating poorer resistance to CO2 corrosion. In contrast, steels with higher chromium content such as 13Cr steel, 25Cr steel, and alpha-gamma duplex stainless steel exhibited better resistance to CO2 corrosion. Relevant studies suggest that increasing the chromium content in the steel matrix can reduce the uniform corrosion rate (Chen et al. 2005). Specifically, if the steel contains a significant amount of chromium and the corrosion environment has a high sulfur content, multiple layers of corrosion products can accumulate on the steel surface (Dong et al. 2020b). These corrosion products primarily consist of chromium hydroxide, chromium oxide, ferrous carbonate, and iron sulfides. They form a relatively dense film on the steel surface. Compared to a single FeCO3 film, the film formed by the accumulation of these corrosion products has a higher density, lower permeability, and provides stronger protection to the steel matrix (Yin et al. 2020). In addition to Cr, the addition of Ti and Mo to the steel can also enhance its resistance to CO2 corrosion (Koguma et al. 2005; Thorhallsson and Karlsdottir 2021; Zhao et al. 2021). Thorhallsson et al. (2021) investigated the corrosion behavior of carbon steel and titanium alloy steel in single-phase or multiphase acidic liquid environments containing HCl, H2S, and CO2. The results demonstrated that titanium alloy steel exhibited superior corrosion resistance compared to carbon steel, irrespective of whether it was in a single-phase or multiphase corrosion environment. It is worth noting that not all alloying elements can improve the resistance of steel to CO2 corrosion. For example, the addition of a small amount of Cu to the steel reduces the activation energy for the hydrolysis of CO2, thereby accelerating the formation rate of carbonic acid and the corrosion of the steel.

In summary, there is a wide variety of alloying elements, and different alloying elements have varying effects on the CO2 corrosion behavior of steel. Significant progress has been made in research on some alloying elements like Ti and Cr. The cost of Ti is very high so Ti has seldomly been applied to real CGUS projects. Cr-bearing alloys are the most widely used CO2-resisting alloys. 1–3 wt% Cr in alloys is sufficient to combat CO2 corrosion under normal CGUS scenarios. Since the cost to manufacture Cr-bearing alloys increases with an increase in Cr content, a balance needs to be reached between the corrosion-resisting performance and the cost. Mo and Ni may have good performance in inhibiting CO2 corrosion, but the underlying corrosion resisting mechanisms of Mo and Ni are still not clear. In short, in order to elucidate the contribution of each alloying element to corrosion inhibition and clarify their underlying mechanisms, extensive experimental and numerical investigations are needed.

4 Corrosion protection measures

4.1 Corrosion inhibitors

Corrosion inhibitors are compounds or mixtures that, when present in an appropriate concentration and form in the environment, can prevent or slow down the corrosion of materials. Adding corrosion inhibitors is a relatively effective and economical method for corrosion protection of steel, especially in the petroleum and natural gas extraction and transportation processes. Corrosion inhibitors primarily function through physical or chemical adsorption, adhering to the steel surface and reducing the corrosion rate of the material, thereby impeding corrosion. In the context of CO2 corrosion environments, corrosion inhibitors can be categorized into three main classes: imidazoline-based corrosion inhibitors (Li 2022; Li et al. 2017; Olvera-Martinez et al. 2015), organic amine-based corrosion inhibitors (Abd El-Lateef et al. 2013; Desimone et al. 2011; Olvera-Martinez et al. 2015; Reyes-Dorantes et al. 2017), and quaternary ammonium salt-based corrosion inhibitors (W. Li et al. 2017; Yang et al. 2015; Zhang et al. 2015), with their molecular structures illustrated in Figure 6.

Figure 6: 
						The basic structures of imidazoline-based corrosion inhibitors (a), quaternary ammonium salt-based corrosion inhibitors (b), and organic amine-based corrosion inhibitors (c).
Figure 6:

The basic structures of imidazoline-based corrosion inhibitors (a), quaternary ammonium salt-based corrosion inhibitors (b), and organic amine-based corrosion inhibitors (c).

Currently, among the corrosion inhibitors capable of inhibiting CO2 corrosion, imidazolines and their derivatives have the widest applications. Qian and Cheng (2019) investigated the corrosion inhibition effect of imidazoline (IM) and sodium dodecylbenzene sulfonate (SDBS) inhibitors on X52 carbon steel in brine CO2 solution, and found that when IM was used alone, it had higher adsorption capacity on steel and had higher corrosion inhibition performance. Zheng et al. (2022) used mercaptopropionic acid to synthesize two imidazoline oleic acid corrosion inhibitors, both of which were adsorbed on the metal surface by chemical adsorption, and had good corrosion inhibition effects. Organic amines can adsorb onto metal surfaces, inhibit the growth of iron-oxidizing bacteria, and resist dual corrosion caused by CO2 and microorganisms (Liu et al. 2016a). Biswal et al. (2020) studied the corrosion inhibition effect of hexamethylenetetramine (HMTA), an amine derivative, on carbon steel in acidic solution, and found that 500ppm HMTA could effectively inhibit the acid corrosion of carbon steel at room temperature, with a corrosion inhibition efficiency of 89.8%.

In fact, single-component inhibitors are now unable to meet the demands stemming from severe CO2 corrosion environments. Therefore, researchers have attempted to combine imidazoline-based inhibitors, which exhibit significant corrosion inhibition effects, with other corrosion inhibitors to obtain improved corrosion inhibition performance. Imidazoline quaternary ammonium salts exhibit better corrosion inhibition properties than single-component imidazolines, particularly in high-temperature and high-pressure CO2/H2S environments. They can form stable and non-decomposable organic films that possess excellent sulfur resistance (Zhang and Zhao 2017). Lu et al. (2019) simulated the free volume (FFVs) of adsorbed membranes formed by different proportions of dipropynylmethoxythiourea imidazoline (DPFTAI) and pyridine quaternary ammonium salt (16BD), and determined that the two corrosion inhibitors had good synergistic corrosion inhibition effects. Harris (2017) studied the impact of chloride dimethyl benzyl alkyl ammonium inhibitors on carbon steel CO2 corrosion. The results indicated that the corrosion inhibition effectiveness of the inhibitors was influenced by temperature, as the addition of inhibitors at high temperatures could disrupt the protective FeCO3 film on the surface of carbon steel, resulting in a decrease in corrosion inhibition efficiency. Therefore, when selecting corrosion inhibitors for high-temperature applications, it is essential to consider their impacts on the corrosion product film. However, research on this aspect is relatively limited.

In addition to the aforementioned corrosion inhibitors, novel compounds like biosurfactants, Schiff bases, and heat-resisting organic compounds have been employed as corrosion inhibitors, such as biosurfactants, Schiff bases, and polymers. Tian et al. (2017) developed two multi-active site inhibitors, both of which exhibited corrosion inhibition efficiencies close to 95 %. Singh et al. (2017) synthesized a Schiff base inhibitor with a corrosion inhibition efficiency exceeding 90 %. Ilim et al. (2017) discovered that 4-vinylpyridine can address the issue of corrosion inhibitor failure in high-temperature CO2 environments. With increasing temperature, the polymer molecules adsorb more tightly onto the steel surface, effectively inhibiting CO2 corrosion.

In summary, although significant progress has been made in the research on corrosion inhibitors, most of the findings have been obtained under ideal laboratory conditions for CO2 corrosion. In reality, CO2 corrosion environments are highly complex, and some inhibitors that have good corrosion inhibiting performance in the laboratories may not have good performance in on-site operations. Some corrosion inhibitors are toxic and are harmful to the environment when accumulated in the environment. The corrosion inhibiting performance of some inhibitors declines with an increase of operation time, and further enhancement of long-lasting corrosion inhibition is necessary. In short, corrosion inhibitors capable of adapting to varying CO2 corrosion environments have rarely been developed, and continuous research and development is required to develop green, efficient, and widely applicable corrosion inhibitors.

4.2 Coating

Coating is also a widely employed corrosion protection measure, it isolates the steel material from the surrounding corrosive media, preventing corrosive media from coming into direct contact with the steel. This allows the coated material to possess the ability to resist chemical corrosion. For steel, both organic coatings and metallic coatings demonstrate excellent barrier properties and cathodic protection performance, effectively safeguarding steel against corrosion damage (Ferreira et al. 2004).

Chang et al. (2012) developed a coating of polyaniline/graphene composite for a steel substrate. According to their report, the polyaniline/graphene composite coating demonstrated superior barrier properties against O2 and H2O when compared to both neat polyaniline and a polyaniline/clay composite coating. Barros et al. (2021) developed thermally-sprayed Al–Zn–Si alloy coatings, which provided cathodic protection and delayed the consumption of coating metal powder, thereby reducing the corrosion rate of sacrificial anodes. Zohdi et al. (2011) investigated the anti corrosion capability of iron-based amorphous coatings using electrochemical techniques and compared them with several other metals. The results indicate that, compared with corrosion-resistant metals such as 316L, iron-based amorphous coatings exhibit a higher resistance to corrosion due to their inherent cathodic protection effect. Cui et al. (2019) studied the adsorption characteristics of CO2 on different nanocomposite coatings, and optimized the coating structure. They found that when Y2O3 and ZrO2 nanoparticles were added, the coating remained dense after being placed in the CO2 environment with different partial pressures and temperatures for a period of time, and there were no corrosion pits on the surface.

In summary, a wide variety of coating materials with excellent corrosion resistance have been developed in the laboratory. However, only a small portion of these materials has undergone actual application, which may be attributed to the relatively high costs associated with coating preparation and the tendency to peel off from the surface of the steel during practical use. Therefore, further research is required to reduce manufacturing costs and enhance adhesion of coating materials. Additionally, research on corrosion-resistant coatings specifically designed to protect steel in CGUS environments is still limited. Therefore, extensive laboratory testing is still required to investigate the composition and corrosion protection mechanisms of these coatings.

4.3 Corrosion resistant alloy

In corrosive environments containing CO2, the selection of corrosion-resistant steel can effectively delay or inhibit corrosion. Relevant studies have shown that the addition of Cr to steel significantly improves its corrosion resistance and is cost-effective compared to equivalent traditional carbon steel (Kermani et al. 2003). Xu et al. (2019) studied the corrosion behavior of 1% Cr, 3% Cr, 4% Cr, 5% Cr, 6.5% Cr, 10% Cr, and 13% Cr steel samples in a simulated oilfield environment and found that the corrosion rate of the steel samples gradually decreased as the Cr content increased. Muraki et al. (2002) observed that the instantaneous corrosion rate of Cr steel was higher than that of carbon steel before the formation of corrosion products, but the corrosion rate decreased significantly after the corrosion products were deposited. This phenomenon was attributed to the formation of a protective corrosion product film on the surface of the Cr steel, primarily composed of Cr(OH)3 and Cr2O3, which enhanced the resistance against CO2 corrosion of Cr steel (Muraki et al. 2003). Cr(OH)3 can impede the formation of FeCO3, reduce the content of FeCO3 in the corrosion product film, and make the film denser, thereby providing protection (Li et al. 2015). Most corrosion-resistant alloys contain Cr, and the content of Cr and its proportion to other alloying elements vary among different corrosion-resistant alloys, such as titanium alloys, 316 alloys, nickel-based alloys, etc. (Craig and Smith 2011). These alloys also form corrosion product layers containing Cr on their surfaces when exposed to CO2 corrosion, and exhibit excellent resistance to CO2 corrosion (Brittan et al. 2021; Firouzdor et al. 2013; Kim et al. 2020; Thorhallsson and Karlsdottir 2021; Wang et al. 2022). Wang et al. (2022) found that TC4 titanium alloy remained in a passive state in CO2-containing formation water, even under applied load, it still had good corrosion resistance. Firouzdor et al. (2013) studied the corrosion behavior of three nickel-based alloys in supercritical CO2 and found that all three alloys showed excellent corrosion resistance, with a surface layer rich in Cr oxides.

In summary, the resistance of corrosion-resistant alloys to CO2 corrosion has been demonstrated and validated. Cr-bearing alloys are the most broadly used CO2-resisting alloys, and the corrosion resisting performance of Cr-bearing alloys has been widely recognized. However, the precise influence of Cr proportion to other alloying elements on the corrosion resistance of steel is yet well-established, and further experimentation is required. Furthermore, in very harsh corrosion environments with high pressure and high concentration CO2, combining corrosion-resistant alloys with inhibitors and coatings may lead to improved resistance against CO2 corrosion. Currently, there are limited reports on research in this area, and further investigation is needed.

5 Discussion

Abundant previous research has been conducted on CO2 corrosion of steel. With regard to corrosion mechanisms, both cathodic and anodic reaction mechanisms for CO2 corrosion of steel have been proposed, but controversies still exist. The controversy in the cathodic reaction mechanism lies in whether the reduction of hydrogen is facilitated by the ionization of H+ derived from HCO3 and H2CO3, or by the direct donation of electrons from monovalent hydrogen in HCO3 and H2CO3. Regarding the anodic reaction mechanism, the dispute pertains to the pathways of steel dissolution and whether the intermediate products formed during dissolution act as catalysts influencing the reaction process, or undergo irreversible changes as reactants after participating in the reaction. A definitive conclusion on this matter has yet to be reached.

In terms of corrosion influencing factors, both CO2 partial pressure and impurities have significant effects on the corrosion behavior of steel. CO2 partial pressure can influence the corrosion process of steel by affecting the solubility of CO2 in water solution and the formation of corrosion products on the steel surface. Compared to low CO2 pressure, corrosion of steel will be further intensified in a supercritical CO2 environment. Impurities such as H2S and SO2, which contain sulfur, are commonly encountered impurities in the CGUS. They are highly corrosive substances that have a substantial impact on the corrosion of steel. H2S can directly participate in cathodic reactions, thereby exacerbating corrosion. On the other hand, H2S can react with Fe to form FeS, which adheres to the steel surface and reduces corrosion. SO2 can lower the pH of the solution, thereby accelerating the corrosion rate of steel.

In terms of corrosion protection, corrosion inhibitors, coatings, and corrosion-resistant alloys are the primary and most common corrosion protection measures. In practical project applications, corrosion inhibitors and corrosion-resistant alloys are used more frequently than coatings. This may be attributed to the difficulty in achieving long-term protective effects with coatings in field use, as they are prone to peeling in corrosive environments. The current focus of corrosion protection measures is on environmental friendliness, high efficiency, and cost-effectiveness. Furthermore, the synergistic use and interaction mechanisms of these three corrosion protection measures are also a topic worthy of exploration.

Table 2 provides a brief summary of previous studies on CO2 corrosion of steel, and also proposes future development themes in different research directions.

Table 2:

Discussion and summary of research on CO2 corrosion of steel materials.

Research interests Results achieved Representative references Future research topics
CO2 corrosion mechanism of steel
  1. The direct reduction mechanism and the “buffering” mechanism of cathodic reaction are revealed.

  2. The catalytic mechanism and the concerted mechanism of anodic reaction are revealed.

Nesic et al. (1996a,b), Remita et al. (2008), and Kahyarian (2018)
  1. The CO2 corrosion mechanism of steel exposed to CO2 and other impurities.

  2. The CO2 corrosion mechanism of steel with alloying elements.

Influencing factors of steel corrosion
  1. The partial pressure of CO2 affects the corrosion behavior of steel by influencing the solubility of CO2 in water.

  2. The partial pressure of CO2 determines the CO2 phase, and a wet supercritical CO2 phase may cause severe steel corrosion.

  3. The degree of corrosion of steel intensifies with increasing temperature, but when the temperature rises above 90 °C, the corrosion instead slows down.

  4. Flow rate, salinity, pH, and impurities can influence the formation and detachment of corrosion products on the surface of steel.

  5. The presence of impurities often exacerbates the corrosion process.

  6. The presence of alloying elements such as Cr, Ti, Mo, Ni etc., can enhance the corrosion resistance of steel.

Zhang et al. (2012), Wei et al. (2017), Dong et al. (2019), Yang et al. (2020), Cui et al. (2021), Wang et al. (2021), and Zhao et al. (2021)
  1. The influence of super high CO2 pressure (above 30 MPa) environments on the corrosion behavior and corrosion mechanisms of steel, such as variations in corrosion products, changes in cathodic and anodic reaction processes, etc.

  2. The combined effect of various influencing factors on the corrosion behavior of steel.

Corrosion protection measures
  1. Corrosion inhibitors, coatings, and corrosion-resistant alloys all serve to protect steel from corrosion. Corrosion inhibitors achieve corrosion prevention by physically or chemically adsorbing onto the surface of the steel.

  2. Coatings achieve corrosion prevention by isolating the corrosive medium or implementing cathodic protection.

  3. Corrosion resistant alloys achieve corrosion prevention by forming a protective corrosion product film on the surface of the steel.

Harris (2017); Kim et al. (2020); Olvera-Martinez et al. (2015); Thorhallsson and Karlsdottir (2021); Tian et al. (2017); Zohdi et al. (2011)
  1. Clarifying the corrosion mechanism of corrosion prevention measures, whether it is physical isolation, chemical retarding, or a combination of both.

  2. The combined use and interaction mechanism of corrosion inhibitors, coatings, and corrosion-resistant alloys in the same scenario are also issues worthy of attention.

6 Conclusions

Overall, the research on CO2 corrosion of steel in CGUS operating environment is still limited. There are limitations in understanding the mechanisms of CO2 corrosion of steel under high CO2 concentration, the influence of various environmental factors on the level of CO2 corrosion, and CO2 corrosion protection techniques. Based on these limitations, this paper summarizes the research outlook of steel corrosion in CGUS environments, including the following aspects:

  1. The reaction mechanisms of CO2 corrosion on steel are still a subject of debate, particularly regarding the intermediate products in the cathodic and anodic processes. Further experimental investigations are required to clarify these aspects. In this regard, steady-state and transient electrochemical analysis techniques serve as effective research tools in the field of CO2 corrosion of steel.

  2. The influencing mechanisms of various factors on the level of CO2-induced steel corrosion, as well as their synergistic and interactive effects when they coexist, have not been fully elucidated. Extensive and systematic experimental research is needed, particularly in high-concentration CO2 multiphase flow environments, to further investigate these phenomena.

  3. CO2 corrosion protection techniques still have limitations in terms of narrow application scope and high cost. The use of corrosion inhibitors and coatings also has certain limitations. To achieve large-scale application, the focus of future research should be on developing corrosion inhibitors that have a wide range of applicable conditions, low cost, and are environmentally friendly. Furthermore, in-depth research is needed for the development of corrosion inhibitors and coatings under extreme conditions, such as high pressure and high concentration CO2. The development of corrosion-resistant alloys is not sufficient, especially in understanding the effects of corrosion-resistant elements and their content on the level of corrosion.


Corresponding author: Liwei Zhang, State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, Hubei430071, China; and University of Chinese Academy of Sciences, Beijing100049, China, E-mail:

Award Identifier / Grant number: Grant No. 42172315

Funding source: Key R&D Program of Inner Mongolia Autonomous Region of China

Award Identifier / Grant number: 2021ZD0034

Funding source: Science and Technology Plan Project of Sichuan Province

Award Identifier / Grant number: 2022YFSY0018

About the authors

Hanwen Wang

Hanwen Wang is a graduate student at Institute of Rock and Soil Mechanics, Chinese Academy of Sciences. His research primarily focuses on metal CO2 corrosion, CO2 corrosion protection and CO2 mineralization for solid waste disposal.

Liwei Zhang

Liwei Zhang is a professor at Institute of Rock and Soil Mechanics, Chinese Academy of Sciences. He received his PhD in environmental engineering from Carnegie Mellon University in 2013. His research areas are CO2 storage, subsurface reactive transport modeling, and cementitious materials.

Kaiyuan Mei

Kaiyuan Mei is an associate professor at School of New Energy and Materials, Southwest Petroleum University. His research primarily focuses on the corrosion issues of wellbore cement-based materials in CO2 storage and sour gas extraction.

Xiaowei Cheng

Xiaowei Cheng is a professor at School of New Energy and Materials, Southwest Petroleum University. His research mainly focuses on the application of cementitious composites in well cementing and studies on cementitious matrix bonding and mechanical integrity under complex conditions.

Quan Xue

Quan Xue is a lecturer at School of Water Resources and Hydroelectric Engineering, Xi’an University of Technology. His research mainly focuses on carbonation of reinforced concrete, the impact of CO2 on porous media structure, and related fields.

  1. Research ethics: Not applicable. No animals or organs were used.

  2. Author contributions: The authors have accepted responsibility for the entire content of this manuscript and approved its submission. Hanwen Wang: literature search, text writing; Liwei Zhang: ideas, text polishing, supervision; Kaiyuan Mei: literature search; Xiaowei Cheng: paper structure design; Quan Xue: text polishing, reference formatting; Yan Wang: ideas, text writing; Xiaojuan Fu: logistics, text polishing.

  3. Competing interests: The authors state no conflict of interest.

  4. Research funding: This work was funded by Key R&D Program of Inner Mongolia Autonomous Region of China (2021ZD0034); Science and Technology Plan Project of Sichuan Province (2022YFSY0018); National Natural Science Foundation of China (grant no. 42172315).

  5. Data availability: Not applicable.

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Received: 2023-08-13
Accepted: 2024-02-16
Published Online: 2024-05-31
Published in Print: 2024-08-27

© 2024 Walter de Gruyter GmbH, Berlin/Boston

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