Investigation of Corrosion Behavior of Welded Joint of X70 Pipeline Steel for Deep SeaEI北大核心CSCD

X70 pipeline steel with thick specifications (40.5 mm) for 3500 m deep sea reached the international advanced level in the wall thickness and service depth. Due to the high heat input during the welding process, the corrosion resistance of inside welding and outside welding would vary depending on the microstructure differences. The corrosion resistance of the welded joints of X70 pipeline for deep sea was studied by the immersion test, the weight loss test, the electrochemical test in this work. The components of the passive film were analyzed by XRD and the microstructure was observed by SEM. The results show that the corrosion resistance of the weld metal is the best. The corrosion resistance of the heat affected zone follows. The corrosion resistance of the base metal is the worst. And for the same area, the corrosion resistance of the inside welding is better than that of the outside welding. The formation of dense Fe3O4 passivation film can effectively slow down the progress of the reaction, and the corrosion products of Fe2O3, FeOOH and Fe(OH)(3) which are loose in the outer layer, have no protective effect on the matrix. The microstructure of the weld metal with the best corrosion resistance is mostly the intragranular nucleation ferrite and martensite-austenite (M-A) constituent is fine and uniform. The microstructure gradient of the heat affected zone is the largest, the M-A constituent is coarse and the corrosion resistance is inferior to the weld metal. The base metal consists of ferrite and bainite, the bainite is island-like distribution and the corrosion resistance is the worst. Microstructure of the inside welding is more refined, owing to the influence of outside welding thermal cycle, and the volume fraction of M-A constituent in inside welding is higher than that of the outside welding, so the corrosion resistance is better than that of the outside welding.     

基于AHP的黄腾峡地下水腐蚀性分析

通过对黄腾峡大道工程地下水样进行腐蚀性检测,从场地环境类型、地层渗透性和水对钢筋腐蚀性3个方面对黄腾峡大道地下水腐蚀性进行初步评价,基本判定地下水腐蚀性级别为微腐蚀。运用AHP分析方法对影响因素进行定性分析,最终得到影响因素总权重排序表,对黄腾峡大道工程地下水腐蚀性有针对性的防护和治理具有指导意义。     

集成电路钴化学机械抛光缺陷控制的研究进展

钴(Co)因拥有较低的电阻率、良好的热稳定性、与Cu黏附性好等优点,可以替代钽(Ta)成为铜(Cu)互连结构的阻挡层;当特征尺寸减小到10 nm后,由于Co良好的抗电迁移能力,可以在很薄的阻挡层上实现无空隙填充,作为理想的互连金属候选材料,表现出了巨大的应用潜力。但由于Co的反应活性较强,以及不同金属材料之间的腐蚀电位差异,在化学机械抛光(CMP)过程中容易形成点蚀和电偶腐蚀缺陷,严重影响器件的性能,而成为研究的热点。综合分析近年来关于钴CMP过程中表面缺陷的产生及控制的相关研究,重点分析抛光液中的络合剂、缓蚀剂等成分对于钴表面缺陷的产生以及控制的作用机制;指出在碱性环境下,选择合适的缓蚀剂和络合剂以及利用不同缓蚀剂的协同作用,可以有效控制点蚀缺陷的发生,并指出量子化学可从分子层面上定性定量地分析抛光液中各试剂的相互协同机制,为抛光液的设计提供理论支撑。     

钾盐型气溶胶灭火剂弥漫性及二次损害性研究

通过弥漫性灭火正交试验探求钾盐型气溶胶灭火剂灭火效果最优配方.考察了钾盐型气溶胶灭火剂的二次损害性(酸碱性、电绝缘性、腐蚀性).结果表明:钾盐型气溶胶灭火剂产生的固体颗粒沉降物在水溶液中呈弱碱性;在白色PVC板上的沉降物绝缘水平低于二级绝缘水平;铜片在钾盐型气溶胶灭火剂中属尚耐蚀类.     

氢氧化镁水热反应溶液对钛的腐蚀原因分析

文章简单介绍了卤水溶液合成氢氧化镁时金属的腐蚀机理,并采用电化学测试法研究了工业纯钛在氯化物水溶液中的腐蚀行为。结果表明工业纯钛在氯化物溶液中易发生严重的缝隙腐蚀,但发生点蚀的可能性不大。     

X80和X52钢在模拟海水环境中的腐蚀行为与规律

采用模拟浸泡实验、腐蚀形貌分析以及动电位极化和电化学阻抗技术研究了X52和X80钢在模拟海水环境中的腐蚀行为。结果表明:饱和氧时即模拟浅海条件下,X80和X52钢试样表面全面腐蚀和点蚀都会发生,腐蚀速率较大;低氧时即模拟深海条件下,二者主要发生点蚀,腐蚀速率较小。通过对X52和X80钢在模拟海水环境中针对含氧量这一影响因素的腐蚀行为与规律的对比分析得出,X80钢更适用于深海。     

Metallurgical aspects of corrosion resistance of aluminium alloys

Aluminium is the second most often used metal after steel. In this paper, the most current uses of aluminium alloys are first summarised. Then, their different corrosion modes, i.e. pitting, crevice, filiform, galvanic and structural corrosion (including inter‐granular, exfoliation and stress corrosion cracking) are reviewed, with particular attention paid to metallurgical factors controlling the corrosion process. For each mode, some instances of possible in‐service failure are given, followed by the discussion of the involved mechanisms and the presentation of appropriate solutions to prevent corrosion. Last, passivity and polarisation behaviour are discussed with reference to stainless steels.     

Depassivation of steel reinforcement in case of pitting corrosion: detection techniques for laboratory studies

Methods for service life prediction of reinforced concrete structures exposed to chloride‐bearing environments require, amongst other parameters, the knowledge of the chloride threshold for pitting corrosion initiation (Cl_th). Nowadays, although the main factors influencing the chloride threshold are well known, it is often difficult to quantify a value of the chloride threshold, partly because of its intrinsic high variability, and partly because of the different test methods that have been used to measure it. All the experimental tests rely on the detection of steel depassivation and simultaneous measurement of chloride content or steel potential. This paper deals with the methods that can be used to detect steel depassivation in relation with the determination of the chloride threshold. Tests in concrete‐pore‐simulating solutions as well as tests in concrete will be considered, and advantages and limitations will be discussed.     

汽油罐不锈钢浮盘盖板和浮筒的腐蚀

对某石化公司642号废汽油储罐0Cr18Ni9不锈钢浮盘盖板和浮筒腐蚀情况进行了物理测试,分析了腐蚀的原因。结果表明,不锈钢浮盘盖板和浮筒是由于废汽油中有硫化物而导致局部腐蚀穿孔。腐蚀穿孔是由浮盘盖板下表面萌生,并向接触其相部位的上表面发展。同时,由于海水冲洗和稀释引起氯化物对不锈钢浮盘盖板和浮筒的局部腐蚀。在分析的基础上提出了切实可行的防护措施。