热处理工艺对新型系泊链钢组织与耐蚀性能的影响

采用920℃水冷淬火后再经560～650℃保温3 h的回火工艺,研究了不同回火工艺对新型系泊链钢组织、耐蚀性能的影响。结果表明,该新型系泊链钢随回火温度从560℃升高到650℃,碳化物析出类型由低温的M3C型向高温的M7C3和M23C6型转变;形态由低温细小棒状和片状逐渐向高温颗粒较大椭圆状和球状转变;耐蚀性能逐渐变好,应力腐蚀敏感性也逐渐减小。耐蚀性能的变化主要是由回火组织中相界、晶界及碳化物的数量和形态的变化所引起的。     

Influence of biofilms growth on corrosion potential of metals immersed in seawater

The changes of corrosion potential (E_corr) of metals immersed in seawater were investigated with electrochemical technology and epifluoresence microscopy. In natural seawater, changes of E_corr were determined by the surface corrosion state of the metal. E_corr of passive metals exposed to natural seawater shifted to noble direction for about 150 mV in one day and it didn't change in sterile seawater. The in‐situ observation showed that biofilms settled on the surfaces of passive metals when E_corr moved in noble direction. The bacteria number increased on the metal surface according to exponential law and it was in the same way with the ennoblement of E_corr. The attachment of bacteria during the initial period played an important role in the ennoblement of E_corr and it is believed that the carbohydrate and protein in the biofilm are reasons for this phenomenon. The double layer capacitance (C_dl) of passive metals decreased with time when immersed in natural seawater, while remained almost unchanged in sterile seawater. The increased thickness and reduced dielectric constant of C_dl may be reasons.     

Stainless steel crevice corrosion testing in natural and synthetic seawater

Susceptibility of stainless steel to crevice corrosion in natural and synthetic seawater was investigated by a new test method, developed by a research group, CrevCorr, of the Marine Working Party of the European Federation of Corrosion. The method was defined on the basis of a Round Robin test performed by twenty laboratories over the world [1, 2]. Among them was our Institute at the Adriatic coast. Geometry of the crevice model, gasket materials, finishing of metal surface and the electrochemical potential increase rate were strictly defined. The monitoring of the free corrosion potential of two austenitic steels and a duplex steel, in the constant flowing conditions, as well as the redox potential, temperature, chloride and oxygen content, have been carried out during six months in the natural seawater from the Adriatic Sea at the location in Dubrovnik, Croatia. Sharp drop of the corrosion potential was used as an indication of the crevice corrosion initiation. After exposure to the seawater eventual crevice damage on a steel specimen was detected by visual and microscopic inspections. In the synthetic seawater the organic component was simulated by glucose and glucose oxidase [3, 4]. The monitoring of the free corrosion potential and the redox potential was performed at 20, 30 and 40°C during five days, and results compared with those obtained in the natural seawater at same temperatures.     

Impact of zinc ion addition on corrosion of EH40 steel in natural seawater

Zinc ion is a common heavy metal in marine pollution, but its impact on corrosion of steels without passive films in natural seawater is far from being investigated. In this study, the impact of zinc ion addition (1.5 and 15 mmol/L) on corrosion of EH40 steel commonly utilized for building ships and offshore platforms was studied by numerous methods and technologies. It was found that EH40 steel corrosion was inhibited with the addition of zinc ion, and corrosion inhibition efficiency increased with the concentration added. The deposited ZnO and Zn(OH)₂ on the steel surface was believed to hamper electron transfer, thus inhibiting corrosion. Meanwhile, the bactericidal zinc ion and ZnO mitigated the activity of microorganisms in biofilms to reduce the damage caused by microbiologically influenced corrosion. But pitting corrosion was enhanced with a high concentration of zinc ion added due to the inhomogeneity of ZnO layers.     

新型R5系泊链钢热处理工艺的优化

采用正交试验研究了热处理工艺参数对R5系泊链钢力学性能的影响,确定了R5系泊链钢的最佳热处理工艺.结果表明,回火温度和回火时间对抗拉强度、屈服强度以及屈强比的影响较大.R5系泊链钢最佳热处理工艺为:950 ℃,10%盐水淬火+550 ℃×60 min回火后水冷.     

Effect of Co and W on the corrosion behaviour of 1% Cr steel in flowing synthetic seawater

The aqueous corrosion characteristics of 1% Cr‐steel alloyed with small amounts of Co and W in synthetic seawater was studied by using immersion weight‐loss tests, electrochemical corrosion tests (potentiodynamic tests and electrochemical impedance spectroscopy (EIS) measurements) and analytical techniques. 1% Cr steels containing Co or W from 0.2 to 0.4 wt.% showed higher corrosion resistance than the 1% Cr steel in the immersion and potentiodynamic tests. EIS measurements showed that the Nyquist plot presented one time constant. Furthermore, the Co‐ and W‐bearing steels present higher R_p values than the 1% Cr steel through all the test period. The better corrosion resistance of the Co‐and W‐bearing steels is attributed to the protectiveness of the surface layer. The corrosion products were examined using electron probe microanalysis (EPMA) and X‐ray photoelectron spectroscopy (XPS). The results of EPMA indicated that Cr was concentrated in the inner region of the rust layer, while Co and W were distributed all over the rust layer. XPS results showed that Co existed as a trivalent oxide in the rust layer and W in the rust appeared in the form of a WO₄ compound. These compounds act as a factor for corrosion resistance in aqueous solutions.     

Influence of external tensile stress on corrosion and trench formation of low alloy steel in a low H2S content sour corrosion environment

The influence of external tensile stress on corrosion and trench formation of low alloy steel in a low H₂S content sour corrosion environment was investigated. These experiments were conducted with steel for pipelines, and electrochemical methods were used. The results showed that external stress increases the amount of corrosion weight loss and trench depth by promoting the anodic dissolution reaction, and stress concentration was proven to be one of the driving forces for trench formation due to localized corrosion. Based on the experimental findings, the mechanism of trenching was discussed from the viewpoint of promotion of the anodic dissolution reaction by dislocations.     

Prediction of long-term corrosion and mechanical behaviors of steel in seawater by an electrochemically accelerated aging technique

Conventional corrosion testing is a time-consuming and expensive process because it requires months or years of exposure for reliable results. Thus, it is necessary to develop a simple, fast, and accurate corrosion testing method for predicting the long-term corrosion behavior of materials. In this article, the corrosion behavior of a steel specimen equivalent to that of the same specimen exposed to seawater for 90 days was reproduced in a short time (24 h) using an electrochemically accelerated aging, technique. The results indicated that the short-term accelerated aging, test yields good qualitative and quantitative agreement with a long-term immersion test in terms of weight loss, corrosion product, and type of corrosion. Furthermore, based on the experimental results, it was possible to predict the long-term mechanical behavior of the corroded structure. The tensile 1/4 of the initial strengths, respectively.     

Influence of a dual-species biofilm on the corrosion of mild steel

The effect of a dual-species biofilm on the corrosion of carbon steel was examined using two bacterial species: the iron-reducer, Shewanella oneidensis (MR-1), and the sulfate-reducer, Desulfovibrio desulfuricans (G20). These experiments exploit the fact that the products of their metabolism (ferrous iron or sulfide) affect the corrosion rate of carbon steel in opposite ways. Electrochemical impedance spectroscopy (EIS) shows that over a short time period, co-cultures of MR-1 and G20 protect steel from corrosion. The fact that an iron-reducing bacterium can inhibit corrosion when a corrosion-enhancing bacterium is present warrants future study with respect to its potential applicability to the design of biological corrosion-control measures.     

调整处理对17-4PH不锈钢耐海水腐蚀性能的影响

运用化学浸泡、极化曲线、循环极化曲线、电化学阻抗谱等方法研究了固溶后直接时效状态和调整＋时效状态的17—4PH不锈钢在人工海水中的耐蚀性能，并对显微组织作了观察和分析。结果表明，17—4PH不锈钢过调整处理后再进行时效处理，自腐蚀电位和点蚀电位升高而年腐蚀率下降，耐海水腐蚀性能全面优于直接时效态试样。其原因是17-4PH不锈钢经过调整处理后进行时效可避免贫铬区的形成，并使马氏体组织呈细小化特征，材料的组织均匀性提高。     

Role of surface finishing on pitting corrosion of a duplex stainless steel in seawater

Localized corrosion of duplex UNS S32550 stainless steel in seawater was investigated in the laboratory and in field trials for several surface finish conditions: polished, ground, and sandblasted. Electrochemical data obtained by polarization curves showed that the smoother, polished surface had better characteristics (higher pitting and protection potentials) than the ground or sandblasted surfaces. However, despite its high degree of roughness, the sandblasted surface was the most resistant in field conditions, exhibiting the lowest number of sites attacked. Internal compressive stresses created by sandblasting seem also to have an “unsensitizing” effect on sensitized zones that exist in cast steel (due to repairs of mold defects), reducing its susceptibility to microbiologically influenced corrosion (MIC). Such stresses are not generated in polished or ground surfaces, and localized MIC attack can occur.     

Localized corrosion of copper alloys in China seawater for 16 years

The regulation of localized corrosion of 2 kinds of copper and 17 kinds of copper alloys exposed in seawater of Qingdao, Zhoushan, Yulin and Xiamen for 16 years has been studied. Results show that during immersion copper alloys suffer from pitting corrosion due to high temperature and marine living adhesion at Yulin, and to the higher velocity of seawater containing sand at Zhoushan. However, the seawater of Xiamen inhibits the pitting corrosion of copper alloys. No pitting corrosion is observed on copper alloy plates tested there. The copper alloys suffer from more serious pitting corrosion in the tide zone than that in the immersion zone at Qingdao after long time exposure.     

The effect of cathodic polarization on the corrosion behavior of X65 steel in seawater containing sulfate-reducing bacteria

Sulfate-reducing bacteria (SRB) are one of the main reasons for the accelerated corrosion of steel. Cathodic polarization has been reported as an effective and economic method against marine corrosion, including microbiologically induced corrosion. However, the interaction between cathodic polarization and microbial activity has not been well defined. In this study, a fluorine-doped tin oxide electrode is used to study the effect of cathodic current on SRB cells. Fluorescence microscopy results clearly show that the attachment degree of SRB is dependent on the electric quantity and current intensity. The large electric quantity and high cathodic current (400 mA/m² × 30 h) can effectively inhibit bacterial attachment and subsequent biofilm formation. Furthermore, the effect of cathodic potential on the corrosion behavior of X65 steel in the presence of SRB is systematically investigated. Results show that the impressed charges, the increase of pH, and the formation of calcareous deposits on the electrode surface at the cathodic potential of −1,050 mV/SCE inhibit the attachment of SRB. In turn, the presence of SRB also interferes with the electrochemical reactions that occur during the polarization process, thus increasing the cathodic current. The interaction between SRB-induced corrosion and the process of preventing corrosion by various cathodic potentials is discussed.     

Influence of strain Bacillus cereus bacterium on corrosion behaviour of carbon steel in natural sea water

This paper examines the corrosion behaviours of carbon steel immersed in sterile natural sea water with and without strain Bacillus cereus. Electrochemical studies, including Tafel plots and electrochemical impedance spectroscopy (EIS) were performed to evaluate the variation of the corrosion behaviour of carbon steel in medium containing B. cereus as compared to the sterile control samples. The results of Tafel plot measurements showed significant reduction in the corrosion rate in the presence of bacterial biofilm produced by strain B. cereus. The EIS data showed that the charge transfer resistance is greater in a medium containing B. cereus and increases with immersion time.     

热处理工艺对新型R5系泊链钢组织和断裂韧性的影响

采用裂纹尖端张开位移(CTOD)实验方法对研究了不同热处理工艺对新型R5系泊链钢断裂韧性的影响,使用偏光显微镜、光学显微镜和扫描电镜等对CTOD试样裂纹扩展区组织及断口形貌进行分析,并用高低温材料试验机测试了R5系泊链钢低温-20℃下的力学性能。结果表明,回火温度对R5系泊链钢CTOD断裂韧性有显著影响。在570~600℃范围内回火,组织保留马氏体位向,碳化物呈片状及长条状不均匀分布在原奥氏体晶界、马氏体板条界及板条内部,应力作用下容易导致局部应力集中,裂纹扩展速率大,CTOD特征值接近零。随回火温度升高,在600~690℃范围内回火,碳化物逐渐聚集、球化并在基体中弥散均匀分布,应力作用下不易引起局部应力集中,并且在裂纹扩展时可使裂纹扩展方向发生偏转,裂纹扩展路径延长,裂纹扩展受到抑制,CTOD特征值随回火温度升高不断增大。经950℃淬火+630~660℃区间回火,R5系泊链钢同时具有高强度和良好的CTOD断裂韧性。     

Effect of bacterial biofilm on 316 SS corrosion in natural seawater by eis

The electrochemical behavior of AISI 316 stainless steel in natural seawater collected from Canary Archipelago was investigated. A comparative study on a large number of samples immersed during three weeks in this environment with and without sulfate-reducing bacteria (SRB) was made. Open circuit potential measurements, cyclic polarization, Scanning Electron Microscopy (SEM) and Electrochemical Impedance Spectroscopy (EIS) were used. The obtained results permitted an interpretation of the contribution of biofilms to corrosion of stainless steel and a mechanism of the process is checked.     

Feasibility of utilizing 2304 duplex stainless steel rebar in seawater concrete: Passivation and corrosion behavior of steel rebar in simulated concrete environments

The feasibility of using 2304 duplex stainless steel rebar in seawater concrete was determined by studying the passivation and corrosion behavior of steel in solutions simulated curing and service stage of concrete, respectively. The results demonstrate that 2304 duplex stainless steel rebar could be used with seawater concrete because of a stable passive film formed on the steel surface during the curing stage of concrete even in the presence of 2 M chloride ions. However, due to the synergistic effect of concrete carbonation, the rebar suffered a corrosive attack by chloride due to the lack of OH^? inhibition.     

Influence of two specific inhibitors on steel corrosion in a synthetic solution simulating a carbonated concrete with chlorides

The present research aims at studying two corrosion inhibitors, that is sodium 2‐amino‐benzoate (2AMB) and sodium glycero‐phosphate (GPH), in a synthetic solution simulating the composition of the pore solution in a carbonated concrete, containing chlorides. Tests have been performed to verify if the simultaneous use of the two substances is compatible and if their addition can efficiently hinder the corrosion attack in the presence of both chlorides and carbonation. The synthetic solution has been prepared by bubbling carbon dioxide through a saturated (and filtered) solution of Ca(OH)₂, containing 0.1 M NaCl, in order to reach pH 7. Polarization curve recording and EIS technique have shown that, after an induction period of about 24 h, the highest inhibiting efficiencies are obtained by mixtures of the two additives at the concentration of 0.05 M, which still produce high inhibiting efficiencies (87%) at the end of 120 h immersion. At the end of this exposure period, also more diluted symmetric mixtures (0.025 and 0.01 M) exhibit comparable efficiencies. The analysis of EIS spectra gives interesting information concerning the inhibiting mechanism of the studied mixture.