中国腐蚀与防护学报, 2024, 44(5): 1255-1262 DOI: 10.11902/1005.4537.2023.337

研究报告

螺纹钢中MnS夹杂物诱发的局部腐蚀行为

韩宇龙1,2, 李健3, 郭丽雅,1,2, 杨边疆2, 陆恒昌1,2, 韦习成1,2, 董瀚1,2

1 上海大学材料科学与工程学院 上海 200444

2 上海大学(浙江)高端装备基础件材料研究院 嘉兴 314100

3 陕钢集团产业创新研究院有限公司 汉中 723000

Localized Corrosion Behavior Induced by MnS Inclusions in HRB400E Rebar Steel

HAN Yulong1,2, LI Jian3, GUO Liya,1,2, YANG Bianjiang2, LU Hengchang1,2, WEI Xicheng1,2, DONG Han1,2

1 School of Materials Science and Engineering, Shanghai University, Shanghai 200444, China

2 Zhejiang Institute of Advanced Materials, Shanghai University, Jiaxing 314100, China

3 Shaanxi Steel Group lndustrial Innovation Research Institute Co., Ltd., Hanzhong 723000, China

通讯作者: 郭丽雅,E-mail:liya_guo@shu.edu.cn,研究方向为钢的腐蚀机理研究

收稿日期: 2023-10-24   修回日期: 2023-11-28  

基金资助: 国家自然科学基金.  42276214, 52201078
上海市青年科技英才扬帆计划.  21YF1412800

Corresponding authors: GUO Liya, E-mail:liya_guo@shu.edu.cn

Received: 2023-10-24   Revised: 2023-11-28  

Fund supported: National Natural Science Foundation of China.  42276214, 52201078
Shanghai Sailing Program.  21YF1412800

作者简介 About authors

韩宇龙,男,1998年生,硕士生

摘要

采用全自动夹杂物分析仪、浸泡实验和电子背散射衍射仪(EBSD)等手段研究了HRB400E螺纹钢中不同尺寸MnS夹杂物在Cl-环境中诱发局部腐蚀行为。原位浸泡结果表明:MnS夹杂物尺寸越大,越容易诱发局部腐蚀行为。EBSD结果表明:尺寸大于40 μm2的夹杂物容易引发腐蚀,和周围有较多的小角度晶界和较高的位错密度有关。同时,团簇大尺寸夹杂物共同诱发局部腐蚀形成的蚀坑面积大于单一夹杂物诱发的蚀坑。

关键词: MnS ; 尺寸 ; 螺纹钢 ; 局部腐蚀

Abstract

The effect of MnS inclusions with different sizes on the corrosion behavior of HRB400E rebar steel in 2%NaCl solution was investigated by means of automatic inclusion analyzer, immersion tests and Electron Backscattered Diffraction. The in-situ immersion test results showed that the localized corrosion was more easily induced by the relatively larger MnS inclusions than the smaller ones. The EBSD results suggested that corrosion was more likely initiated by inclusions with size above 40 μm2, and this may be related to the presence of more low-angle grain boundaries and higher dislocation densities around them. Meanwhile, compared with the pit induced by a single inclusion, the width of pits initiated by clusters of large-size inclusions were greater.

Keywords: MnS ; size ; rebars ; localized corrosion

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本文引用格式

韩宇龙, 李健, 郭丽雅, 杨边疆, 陆恒昌, 韦习成, 董瀚. 螺纹钢中MnS夹杂物诱发的局部腐蚀行为. 中国腐蚀与防护学报[J], 2024, 44(5): 1255-1262 DOI:10.11902/1005.4537.2023.337

HAN Yulong, LI Jian, GUO Liya, YANG Bianjiang, LU Hengchang, WEI Xicheng, DONG Han. Localized Corrosion Behavior Induced by MnS Inclusions in HRB400E Rebar Steel. Journal of Chinese Society for Corrosion and Protection[J], 2024, 44(5): 1255-1262 DOI:10.11902/1005.4537.2023.337

钢铁在使用过程中不可避免会遇到腐蚀问题且情况多样复杂[1, 2]。非金属夹杂物在钢中不可避免,通常被认为是蚀坑萌生的位置之一[3~6]。热轧带肋钢筋,俗称螺纹钢,是我国目前建筑工程中使用量最多的钢材,其技术要求相对较低,生产工艺流程简单,一般不经过LF精炼处理,钢中存在较多的夹杂物,因而在后续运输、加工、建筑施工过程中常常发生腐蚀问题。为此,各行业协会对钢筋的耐蚀性能提出要求并制定了标准,如拟定了T/SSEA 0314—2023和T/CSCP 0001—2022等钢筋腐蚀标准。因此,研究螺纹钢中夹杂物诱发局部腐蚀的机理及其影响因素具有重要意义。

目前关于夹杂物诱发腐蚀的机理主要有两种:一种是由于夹杂物周围的缺陷,包括缝隙、局部应力等诱发并促进局部腐蚀的发生[7~10];另一种是夹杂物与周围基体存在电势差,形成微电偶,从而产生电偶腐蚀,进而导致腐蚀破坏[11~14]。夹杂物自身的物理和化学性质也会影响其耐蚀性,有研究[15~17]表明,夹杂物尺寸越小,则抗点蚀性能越好。Yang等[18]运用不同的冷却工艺得到了具有不同尺寸MnS夹杂物样品的低碳钢。宏观电化学腐蚀实验和夹杂物浸泡腐蚀实验表明MnS夹杂物存在一个诱发点蚀的临界尺寸,但由于受到MnS团簇影响的限制,文中未具体提出临界尺寸的大小。Shi等[19]通过原位浸泡方法研究了弹簧钢中不同尺寸MnS夹杂物的腐蚀行为,结果表明链条状MnS夹杂物在长度为5 μm时诱发的局部腐蚀最严重。对于螺纹钢而言,当前的研究主要集中在环境(Cl-、电流和温度等)对于螺纹钢腐蚀行为的影响[20~22]。于彦冲等[2]利用浸泡实验方法研究表明螺纹钢HRB500E发生局部腐蚀是由MnS夹杂物的溶解造成的。Liu等[23]也利用浸泡实验研究了含稀土螺纹钢HRB400E的初期腐蚀行为,认为点蚀是由(RE)2O2S夹杂物的溶解进而导致腐蚀坑底部局部酸化引起的。而当前对于螺纹钢中不同尺寸夹杂物诱发腐蚀的研究却较少。

因此,本文采用全自动夹杂物分析仪分析了HRB400E钢样品的夹杂物尺寸分布,同时使用原位浸泡实验和电子背散射衍射仪研究了该螺纹钢中MnS夹杂物尺寸对局部腐蚀的影响,拟为工业生产中通过调控MnS尺寸提高螺纹钢耐蚀性能提供新思路。

1 实验方法

实验材料为HRB400E螺纹钢,成品钢材直径为12 mm,化学成分(质量分数,%)为:C 0.24,Si 0.46,Mn 1.42,P 0.044,S 0.027,Al 0.002,V 0.020,Fe余量。将螺纹钢沿钢筋轴线进行线切割,所用的样品尺寸为10 mm × 10 mm × 4 mm,并且观察面为样品轧制方向所在面。参照YB/T 4367-2014,浸泡腐蚀溶液为2%(质量分数)NaCl溶液(pH为~7.0)。

利用Leica 光学显微镜 (OM)和Exploer 4 Analyzer 全自动夹杂物分析仪(Aspex)对样品中的夹杂物种类和尺寸面积进行统计分析,其中,Aspex扫描面积为5 mm × 5 mm。本文中所提及夹杂物尺寸均由Aspex分析获得[24]。利用Apreo 2场发射扫描电子显微镜(SEM)和Quantax 200 X Flash 60能谱仪(EDS)原位观察0、15、30 和60 min时夹杂物及周围基体腐蚀形貌的变化。利用Senox 3D光学轮廓仪测量样品浸泡60 min后的点蚀坑深度。对振动抛光后的样品利用Bruker QUANTAX EBSD 400i e-FlashFS电子背散射衍射仪(EBSD)获取目标夹杂物周围的晶体学信息。

2 结果与讨论

2.1 典型夹杂物分析

图1a可见,样品中夹杂物数量较多,并且有较多的长条状夹杂物。Aspex结果表明,夹杂物的种类主要是MnS夹杂物,占夹杂物总量的64.6%。由于样品中的部分MnS夹杂物在形状上呈现端部较窄且弯曲,中间略宽的形状,不易准确定义其粒径。因而,本文统一使用Aspex统计夹杂物的面积来表征其尺寸[24]。其尺寸分布如图1b所示,结果表明典型MnS夹杂物的尺寸大小主要分布在0~20 μm2之间,数量约占MnS夹杂物总量的91.7%。并且所有MnS夹杂物数量最多的是5~10 μm2之间,其次是在0~5 μm2之间和10~20 μm2之间。另外,有少量的20~40 μm2和大于40 μm2的MnS夹杂物。样品中MnS夹杂物平均尺寸大小约为11 μm2

图1

图1   样品中夹杂物的OM图像和MnS夹杂物的尺寸分布

Fig.1   OM image of inclusions (a) and the size distribution of MnS inclusions in the sample (b)


2.2 浸泡实验

图2是尺寸分布在0~5、5~10、10~20和20~40 μm2之间的典型MnS夹杂物在NaCl溶液中浸泡60 min前后的形貌图。利用ImageJ软件对图2a1~d1的夹杂物的尺寸进行统计,其尺寸分别为3.5、7.5、18.8和35.7 μm2。浸泡60 min后,如图2a2~d2所示,MnS夹杂物的形貌和元素分布没有发生明显变化,并且缝隙也没有扩展迹象,说明夹杂物没有发生溶解。但是夹杂物周围的基体发生了腐蚀,尤其是尺寸为35.7 μm2的MnS周围的基体。

图2

图2   尺寸分布在0~5、5~10、10~20和20~40 μm2的MnS夹杂物浸泡60 min前后的SEM-EDS图

Fig.2   SEM-EDS images of the MnS with (0-5 μm2 (a), 5-10 μm2 (b), 10-20 μm2 (c) and 20-40 μm2 (d)) inclusions in HRB400E steel unimmered (a1-d1) and immersed (a2-d2) for 60 min


图3为尺寸大于40 μm2的典型MnS夹杂物在NaCl溶液中浸泡60 min后的形貌图,其尺寸约为60.5 μm2。浸泡15 min时可见夹杂物周围的钢基体发生明显腐蚀行为,并且发现MnS夹杂物尖端和缝隙处有溶解迹象。浸泡至60 min时,可见MnS夹杂物已经消失,周围的钢基体腐蚀较之前小尺寸夹杂物周围钢基体腐蚀更为严重,并且夹杂物消失处发现了氧化物(图3d)。

图3

图3   尺寸约为60.5 μm2的MnS夹杂物浸泡60 min时SEM-EDS图

Fig.3   SEM-EDS images of the MnS (~60.5 μm2) inclusions in HRB400E steel unimmersed (a) and immersed for 15 min (b), 30 min (c) and 60 min (d)


本文将小尺寸MnS夹杂物定义为小于40 μm2,反之夹杂物则为大尺寸。因此,结合图1~3的实验结果,小尺寸夹杂物耐蚀性优于大尺寸夹杂物。以往研究表明,表面能的大小与夹杂物尺寸呈正相关,能量越低,则越稳定,耐蚀性越好[16]。小尺寸MnS夹杂物所具备的表面能小于大尺寸MnS,因而耐蚀性好。

图4为团簇夹杂物与单一夹杂物浸泡60 min的SEM图和3D轮廓图,在浸泡60 min后,图4a1中标号为I1(47.9 μm2)、I2(50.7 μm2)和I3(60.5 μm2)处的MnS夹杂物发生了溶解,周围基体也发生腐蚀。标号为I2和I3的夹杂物在腐蚀过程中共同形成了一个蚀坑,导致基体腐蚀更为严重。图4b2中对比标号为I2、I3和I1形成的蚀坑,可见I2、I3形成的团簇夹杂物引发的蚀坑面积(19136.9 μm2)远大于单一夹杂物形成的蚀坑面积(1902.5 μm2)。图4中红色位置内的蚀坑分别是由团簇夹杂物和单一夹杂物形成的,蚀坑最大深度分别是3.2和1.9 μm,最大点蚀深度也说明夹杂物聚集诱发腐蚀比单一夹杂物诱发腐蚀严重。Liu等[25]也通过原位浸泡实验表明团簇夹杂物会在腐蚀过程中发生耦合作用。

图4

图4   团簇与单一夹杂物浸泡60 min后的SEM图和3D轮廓图

Fig.4   SEM images (a, b) and 3D profilometer images (c) of the clustered (a, b, c1) and single (a, b, c2) inclusions not immersed (a1) and immersed for 15 min (a2), 30 min (b1) and 60 min (b2)


2.3 EBSD表征

图5a和b为MnS夹杂物的EBSD结果图。其尺寸分别为9.8和43.5 μm2,可以反映本文定义的大小尺寸夹杂物。另外,图5c是为保证大尺寸夹杂物分析时与小尺寸夹杂物观察一致的局部放大图。图5a1~c1是其对应的平均取向差分布图,平均取向差越大,则缺陷密度越大,越容易发生腐蚀[7]。可以看出,相对于小尺寸MnS而言,大尺寸MnS夹杂物周围的平均取向差绿色聚集程度更大,因此更容易发生腐蚀。图5a2~c2中红色代表的是晶界角度在3°~15°之间,即为小角度晶界,而黑色代表的是晶界角度大于15°,即为大角度晶界。一般而言,小角度晶界越多,则越容易发生腐蚀[26,27]。可以看出,大尺寸MnS夹杂物周围的小角度晶界更多,因此更容易发生腐蚀,这与平均取向差图得出的结果一致。夹杂物的存在破坏了钢材基体的均匀性和连续性。夹杂物会与基体之间形成不连续的界面,夹杂物使晶界形核点增加,改变不同晶界类型的分布。图5表明大尺寸夹杂物周围的小角度晶界数量增多,且大尺寸夹杂物周围的局部应力集中增强,位错密度较高。相关研究也表明,小角度晶界与位错密度之间的关系为正相关[28, 29]

图5

图5   大小尺寸MnS夹杂物的平均取向差图和大小角度晶界图

Fig.5   Kernel average misorientation (a1-c1) and grain boundaries (a2-c2) of different size of MnS inclusions


2.4 MnS夹杂物在Cl- 环境下的腐蚀机理分析

基于上述浸泡实验和EBSD测试结果,绘制了HRB400E钢中大尺寸和小尺寸MnS夹杂物在2%NaCl溶液中的腐蚀机理模型图(图6)。大小尺寸夹杂物周围基体都有不同的位错密度,且分布不均匀。位错密度偏高的区域有可能诱发基体发生阳极反应(式(1)),生成Fe2+,而位错密度较低的区域,相对于其是阴极,发生阴极反应(式(2))[13,15,27]

图6

图6   不同尺寸MnS夹杂物在Cl-环境下的腐蚀机理图

Fig.6   Schematic diagrams of corrosion mechanism of MnS inclusions with a size of less than (a, b) and larger than (c-f) 40 μm2 in chloride environment


FeFe2++2e-
2H2O+O2+4e-4OH-

随着Fe2+的产生,与Cl-结合逐渐生成腐蚀产物,化学反应式如下[30]

FeCl2+2H2OFe(OH)2+2H++2Cl-

因此如图6b所示,小尺寸MnS夹杂物在浸泡60 min后周围基体出现点蚀坑,但是数量较少且难以扩展到夹杂物本身及其周围的缝隙,因此小尺寸MnS夹杂物未受到周围蚀坑的影响而发生溶解。

而相对于大尺寸(图6c,d)而言,其位错密度偏高的位置更多,因此诱发阳极反应的区域更多(图3b)。尤其是在夹杂物周围,基体发生溶解后形成的点蚀坑与周围缝隙结合形成更大的坑洞(图6e),从而蓄积了更多的Cl-和H+,促使MnS夹杂物发生化学溶解,其化学反应式如下[31,32]

MnS+H+Mn2++HS-

同时,腐蚀产物的增多并逐渐覆盖到坑洞表面(图3d与图6f),在蚀坑内部形成闭塞环境并且与外部形成氧浓度差电池[25,33],进一步加速侵蚀性(局部酸性)环境的形成和MnS夹杂物的溶解。

单一夹杂物周围存在缺陷。当生成团簇状夹杂物时,周围基体的缺陷会发生叠加。即团簇状夹杂物周围基体的缺陷密度更高且高密度缺陷区域更大[25,34]。因而,团簇状夹杂物相比单一夹杂物更易诱发点蚀萌生且蚀坑面积更大(图4b)。

3 结论

(1) 螺纹钢HRB400E的夹杂物中64.6%为MnS,其中MnS夹杂物尺寸主要分布在0~20 μm2之间,数量约占MnS夹杂物总量的91.7%。

(2) 质量分数2%NaCl浸泡实验表明,尺寸小于40 μm2的MnS夹杂物耐蚀性优于尺寸大于40 μm2的MnS夹杂物。尺寸小于40 μm2的MnS夹杂物没有溶解, 基体有轻微腐蚀;大于40 μm2的MnS夹杂物浸泡60 min后溶解消失且周围基体腐蚀严重,在蚀坑表面存在氧化物。

(3) 浸泡腐蚀实验表明,团簇大尺寸夹杂物诱发局部腐蚀形成的蚀坑面积远远大于单独的夹杂物诱发的局部腐蚀。

(4) 相比大尺寸MnS夹杂物,小尺寸MnS夹杂物周围存在较少的小角度晶界和缺陷,因此不容易发生腐蚀。

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DOI     

首先,总结了3种常用的非金属夹杂物对不锈钢耐点蚀性能影响的研究方法,即原位腐蚀观察、微区电化学法、原子力显微镜。其次,总结了硫化物、氧化物、稀土夹杂物3种不同类型夹杂物对不锈钢耐腐蚀性能影响。随着硫化物含量的增多,不锈钢的耐点蚀性能会下降;对于氧化物的影响,目前的研究集中在氧化物的成分对不锈钢耐点蚀性能的影响。不同成分的夹杂物对不锈钢耐点蚀性能的影响机制还不是很清楚;稀土夹杂物对不锈钢点蚀的影响主要与稀土对不锈钢中夹杂物改性有关。而后,汇总了目前提出的夹杂物对不锈钢耐点蚀性能影响的机制,即贫Cr区机制、微缝隙机制、活性机制。贫Cr区机制主要用于解释硫化物引起的点蚀,后2种主要用于解释氧化物引起的点蚀。最后,提出了夹杂物控制提升不锈钢耐点蚀性能的展望。

Liu C, Chen T Q, Li X G.

Research progress on initiation mechanism of local corrosion induced by inclusions in low alloy steel

[J]. J. Chin. Soc. Corros. Prot., 2023, 43: 746

[本文引用: 1]

刘 超, 陈天奇, 李晓刚.

低合金钢中夹杂物诱发局部腐蚀萌生机制的研究进展

[J]. 中国腐蚀与防护学报, 2023, 43: 746

[本文引用: 1]

Liu C, Yuan H, Li X D, et al.

Initiation mechanism of localized corrosion induced by Al2O3-MnS composite inclusion in low-alloy structural steel

[J]. Metals, 2022, 12: 587

[本文引用: 2]

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[J]. Metals, 2017, 7: 347

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Effects of niobium and rare earth elements on microstructure and initial marine corrosion behavior of low-alloy steels

[J]. Appl. Surf. Sci., 2019, 475: 83

DOI     

In the present paper, the effects of Nb and rare earth elements on initial marine corrosion behavior of low-alloy steels were investigated by first principle modeling as well as multifarious analytical techniques, such as scanning electron microscopy with X-ray microanalysis (SEM/EDS), transmission electron microscopy (TEM), scanning vibrating electrode technique (SVET), and electrochemical workstation. It was found that inclusions played key roles during the corrosion process. Spherified fine (Al, RE)-oxy-sulfide inclusions were formed in RE-bearing steel, which was dissolved preferentially in 0.5 wt% NaCl solution, and inhibited the propagation of initial corrosion. In contrast, coarse Al(2)O(3 )inclusions were formed in Nb-bearing steel, thus resulting in the selective dissolution of Fe matrix and further development of initial corrosion. RE-bearing steel demonstrated higher corrosion resistance as compared to Nb-bearing steel. Moreover, the work functions of low-indexed crystallographic planes of the inclusions and the substrate were calculated by first principle modeling, and the findings indicated consistent corrosion tendencies with experimental results, (RE)(2)O2S > REAlO3 > Fe > Al2O3. Finally, a schematic model was proposed to observe the influences of Nb and RE elements on corrosion initiation and propagation behavior of low-alloy steels.

Liu Y Q, Wang L J, Chou K.

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[J]. J. Rare Earths, 2014, 32: 759

[本文引用: 1]

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Correlation between hyperfine structure of inclusion and localized corrosion mechanism of DSS2101 with Ce microalloying in simulated marine environment

[J]. Vacuum, 2021, 191: 110361

[本文引用: 1]

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[J]. Mater. Lett., 2023, 333: 133693

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Dissolution kinetics of the sulfide-oxide complex inclusion and resulting localized corrosion mechanism of X70 steel in deaerated acidic environment

[J]. Corros. Sci., 2020, 174: 108815

[本文引用: 1]

Nan H.

Effect of TiN inclusion on pitting of an ultra-pure ferritic stainless steel

[J]. Corros. Prot., 2021, 42(9): 22

[本文引用: 1]

南 海.

TiN夹杂物对超纯铁素体不锈钢点蚀的影响

[J]. 腐蚀与防护, 2021, 42(9): 22

[本文引用: 1]

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[J]. Mater. Charact., 2021, 181: 111456

[本文引用: 2]

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Effect of composition and size of oxide inclusions on pitting initiation of 2205 duplex stainless steel

[J]. Corros. Sci. Prot. Technol., 2018, 30: 105

[本文引用: 1]

张耀华, 刘 静, 黄 峰 .

2205双相不锈钢中氧化物夹杂的成分和尺寸对点蚀萌生的影响

[J]. 腐蚀科学与防护技术, 2018, 30: 105

DOI      [本文引用: 1]

利用恒电位脉冲方法、毛细管微电极技术结合扫描电镜等研究了夹杂物对2205双相不锈钢点蚀萌生的影响。结果表明:2205双相不锈钢中夹杂物均为氧化物,且为2205双相不锈钢点蚀萌生的主要因素;氧化物夹杂通过影响其周围钢基体的点蚀电位从而影响点蚀的萌生,且点蚀是沿夹杂物而不是金属基体扩展。不仅氧化物夹杂的化学成分,其尺寸也会影响该不锈钢点蚀的萌生,其中Al<sub>2</sub>O<sub>3</sub>-CaO-SiO<sub>2</sub>和Al<sub>2</sub>O<sub>3</sub>-MgO-CaO-SiO<sub>2</sub>型夹杂物易引起点蚀,且尺寸越大越易萌生点蚀,而Al<sub>2</sub>O<sub>3</sub>-MgO夹杂物不易引起点蚀。

Park I J, Lee S M, Kang M, et al.

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[J]. J. Alloy. Compd., 2015, 619: 205

[本文引用: 1]

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[J]. High Temp. Mater. Process., 2018, 37: 1007

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[J]. JOM, 2018, 70: 2513

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[J]. J. Iron Steel Res. Int., 2016, 23: 608

[本文引用: 1]

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Distribution of stray current induced corrosion of reinforced bars within concrete based on electric field analysis and experiment with transparent imitated concrete

[J]. J. Chin. Soc. Corros. Prot., 2023, 43: 746

彭一展, 弓扶元, 赵羽习.

基于电场分析和仿混凝土实验的杂散电流腐蚀分布规律研究

[J]. 中国腐蚀与防护学报, 2022, 42: 813

DOI     

为了研究杂散电流作用下混凝土等导电基体中钢筋腐蚀的宏观分布规律,开展了三维电场的有限元模拟和基于仿混凝土材料的钢筋腐蚀实验。建立三根钢筋嵌入矩形基体的有限元模型来开展数值模拟研究,讨论钢筋的锈蚀状态和基体的杂散电流电场,并进行参数分析。然后使用与数值模型相同尺寸的试件来开展腐蚀实验,将得到的钢筋腐蚀速率与模拟结果进行了对比。结果表明,应用界面极化反应与外加Maxwell宏观电场相结合的方法,可以实现杂散电流作用下钢筋腐蚀速率与基体电场的有限元模拟。此外,通过对透明基体试件的观察和三维激光扫描,可以定性和定量地评估腐蚀量的分布。

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[J]. Materials, 2022, 15: 8269

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Effects of rare earth modifying inclusions on the pitting corrosion of 13Cr4Ni martensitic stainless steel

[J]. J. Mater. Sci. Technol., 2021, 93: 232

DOI      [本文引用: 2]

In this study, the pitting corrosion behavior of 13Cr4Ni martensitic stainless steel (BASE) and that modified with rare earth (REM) in 0.1 mol/L NaCl solution were characterized. Techniques such as automatic secondary electron microscope (ASPEX PSEM detector), scanning electron microscope (SEM), transmission electron microscope (TEM), scanning Kelvin probe force microscope (SKP), potentiodynamic and potentiostatic polarizations were employed. The results obtained indicate that BASE steel contains Al2O3/MnS, Al2O3 and MnS inclusions, while REM steels contain (La, Ce, Cr, Fe)-O and (La, Ce, Cr, Fe)-O-S inclusions. Compared with BASE steel, REM steel is more susceptible to induce the metastable pitting nucleation and repassivation, whereas it restrains the transition from metastable pitting to stable pitting. Adding 0.021% rare earth element to BASE steel can reduce the number and area of inclusions, while that of 0.058% can increase the number and enlarged the size of inclusions, which is also the reason that pitting corrosion resistance of 58REM steel is slightly lower than that of 21REM steel. In the process of pitting corrosion induced by Al2O3/MnS inclusions, MnS is preferentially anodic dissolved, and also the matrix contacted with Al2O3 is subsequently anodic dissolved. For REM steels, anodic dissolution preferentially occurs at the boundary between inclusions and matrix, while (La, Ce, Cr, Fe)-O inclusions chemically dissolve in local acidic environment or are separated from steel matrix. The chemically dissolved substance (La3+ and Ce3+) of (La, Ce, Cr, Fe)-O inclusions are concentrated in pitting pits, which inhibits its continuous growth.

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[J]. Corros. Sci., 2018, 138: 96

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[J]. Corros. Sci., 2022, 202: 110314

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[J]. Corros. Sci., 2023, 210: 110847

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[J]. Mater. Sci. Eng., 2004, 387-389A: 176

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[J]. Corros. Sci., 2022, 206: 110490

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[J]. J. Iron Steel Res. Int., 2021, 28: 453

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[J]. J. Mater. Eng. Perform., 2024, 33: 336

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