The Pitting Corrosion Behavior of the Austenitic Stainless Steel 308L-316L Welded Joint

The pitting corrosion resistance of the austenitic stainless steel 308L-316L welded joint was investigated by electrochemical tests. It is found that the weld zone was the most critical for pits to initiate in the welded joint due to relatively instable passive film with few Mo and inhomogeneous pas...

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Main Authors: Jinshan He, Shiguang Xu, Wenxin Ti, Yaolei Han, Jinna Mei, Xitao Wang
Format: Article
Language:English
Published: MDPI AG 2020-09-01
Series:Metals
Subjects:
Online Access:https://www.mdpi.com/2075-4701/10/9/1258
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author Jinshan He
Shiguang Xu
Wenxin Ti
Yaolei Han
Jinna Mei
Xitao Wang
author_facet Jinshan He
Shiguang Xu
Wenxin Ti
Yaolei Han
Jinna Mei
Xitao Wang
author_sort Jinshan He
collection DOAJ
description The pitting corrosion resistance of the austenitic stainless steel 308L-316L welded joint was investigated by electrochemical tests. It is found that the weld zone was the most critical for pits to initiate in the welded joint due to relatively instable passive film with few Mo and inhomogeneous passive film induced by multiple (Mn, Al, and Si) oxides and continuous network of 13.94 vol.% δ ferrites. By statistical analysis, 53.8% pits initiated at (Mn, Al, and Si) oxides, 23.0% in austenite, and 23.2% at interface between ferrite and austenite. In addition, heat-affected zone was prone to have pitting corrosion compared with the base metal since residual strain was much higher in the region.
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spelling doaj.art-1557020e24d34927b82795affea3603b2023-11-20T14:09:04ZengMDPI AGMetals2075-47012020-09-01109125810.3390/met10091258The Pitting Corrosion Behavior of the Austenitic Stainless Steel 308L-316L Welded JointJinshan He0Shiguang Xu1Wenxin Ti2Yaolei Han3Jinna Mei4Xitao Wang5Collaborative Innovation Center of Steel Technology, University of Science and Technology Beijing, Beijing 100083, ChinaCollaborative Innovation Center of Steel Technology, University of Science and Technology Beijing, Beijing 100083, ChinaCollaborative Innovation Center of Steel Technology, University of Science and Technology Beijing, Beijing 100083, ChinaSuzhou Nuclear Power Research Institute, Suzhou 215004, ChinaSuzhou Nuclear Power Research Institute, Suzhou 215004, ChinaCollaborative Innovation Center of Steel Technology, University of Science and Technology Beijing, Beijing 100083, ChinaThe pitting corrosion resistance of the austenitic stainless steel 308L-316L welded joint was investigated by electrochemical tests. It is found that the weld zone was the most critical for pits to initiate in the welded joint due to relatively instable passive film with few Mo and inhomogeneous passive film induced by multiple (Mn, Al, and Si) oxides and continuous network of 13.94 vol.% δ ferrites. By statistical analysis, 53.8% pits initiated at (Mn, Al, and Si) oxides, 23.0% in austenite, and 23.2% at interface between ferrite and austenite. In addition, heat-affected zone was prone to have pitting corrosion compared with the base metal since residual strain was much higher in the region.https://www.mdpi.com/2075-4701/10/9/1258308L-316L welded jointmicrostructurepitting corrosionresidual strain
spellingShingle Jinshan He
Shiguang Xu
Wenxin Ti
Yaolei Han
Jinna Mei
Xitao Wang
The Pitting Corrosion Behavior of the Austenitic Stainless Steel 308L-316L Welded Joint
Metals
308L-316L welded joint
microstructure
pitting corrosion
residual strain
title The Pitting Corrosion Behavior of the Austenitic Stainless Steel 308L-316L Welded Joint
title_full The Pitting Corrosion Behavior of the Austenitic Stainless Steel 308L-316L Welded Joint
title_fullStr The Pitting Corrosion Behavior of the Austenitic Stainless Steel 308L-316L Welded Joint
title_full_unstemmed The Pitting Corrosion Behavior of the Austenitic Stainless Steel 308L-316L Welded Joint
title_short The Pitting Corrosion Behavior of the Austenitic Stainless Steel 308L-316L Welded Joint
title_sort pitting corrosion behavior of the austenitic stainless steel 308l 316l welded joint
topic 308L-316L welded joint
microstructure
pitting corrosion
residual strain
url https://www.mdpi.com/2075-4701/10/9/1258
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