Crevice corrosion and environmentally assisted cracking of high-strength duplex stainless steels in simulated concrete pore solutions
•Study of high-strength duplex stainless steels and relevant corrosion mechanisms.•Mo content is influential on crevice corrosion resistance.•No stress corrosion cracking observed but hydrogen embrittlement can under overprotection. This paper presents a study of crevice corrosion and environmentall...
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Veröffentlicht in: | Construction & building materials 2019-04, Vol.203, p.366-376 |
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creator | Moser, Robert D. Singh, Preet M. Kahn, Lawrence F. Kurtis, Kimberly E. Niño, David González McClelland, Zackery B. |
description | •Study of high-strength duplex stainless steels and relevant corrosion mechanisms.•Mo content is influential on crevice corrosion resistance.•No stress corrosion cracking observed but hydrogen embrittlement can under overprotection.
This paper presents a study of crevice corrosion and environmentally assisted cracking (EAC) mechanisms in UNS S32205 and S32304 which were cold drawn to tensile strengths of approximately 1300 MPa. The study utilized a combination of electrochemical methods and slow strain rate testing to evaluate EAC susceptibility. UNS S32205 was not susceptible to crevice corrosion in stranded geometries at Cl− concentrations up to 1.0 M in alkaline and carbonated simulated concrete pore solutions. UNS S32304 did exhibit a reduction in corrosion resistance when tested in a stranded geometry. UNS S32205 and S32304 were not susceptible to stress corrosion cracking at Cl− concentrations up to 0.5 M in alkaline and carbonated solutions but were susceptible to hydrogen embrittlement with cathodic overprotection. |
doi_str_mv | 10.1016/j.conbuildmat.2019.01.082 |
format | Article |
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This paper presents a study of crevice corrosion and environmentally assisted cracking (EAC) mechanisms in UNS S32205 and S32304 which were cold drawn to tensile strengths of approximately 1300 MPa. The study utilized a combination of electrochemical methods and slow strain rate testing to evaluate EAC susceptibility. UNS S32205 was not susceptible to crevice corrosion in stranded geometries at Cl− concentrations up to 1.0 M in alkaline and carbonated simulated concrete pore solutions. UNS S32304 did exhibit a reduction in corrosion resistance when tested in a stranded geometry. UNS S32205 and S32304 were not susceptible to stress corrosion cracking at Cl− concentrations up to 0.5 M in alkaline and carbonated solutions but were susceptible to hydrogen embrittlement with cathodic overprotection.</description><identifier>ISSN: 0950-0618</identifier><identifier>EISSN: 1879-0526</identifier><identifier>DOI: 10.1016/j.conbuildmat.2019.01.082</identifier><language>eng</language><publisher>Elsevier Ltd</publisher><subject>Analysis ; Carbonates ; Concrete ; Concrete cracking ; Concretes ; Corrosion (Chemistry) ; Crevice corrosion ; Cyclic voltammetry ; Electrochemical analysis ; Hydrogen embrittlement ; Mechanical properties ; Methods ; Stainless steel ; Steel corrosion ; Stress corrosion</subject><ispartof>Construction & building materials, 2019-04, Vol.203, p.366-376</ispartof><rights>2019</rights><rights>COPYRIGHT 2019 Reed Business Information, Inc. (US)</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c463t-49aa636d79cc61950cfabd55c4eed4221bf8587ff11c1e783e3d2220c81dbc963</citedby><cites>FETCH-LOGICAL-c463t-49aa636d79cc61950cfabd55c4eed4221bf8587ff11c1e783e3d2220c81dbc963</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktohtml>$$Uhttps://www.sciencedirect.com/science/article/pii/S0950061819300984$$EHTML$$P50$$Gelsevier$$H</linktohtml><link.rule.ids>314,776,780,3537,27901,27902,65306</link.rule.ids></links><search><creatorcontrib>Moser, Robert D.</creatorcontrib><creatorcontrib>Singh, Preet M.</creatorcontrib><creatorcontrib>Kahn, Lawrence F.</creatorcontrib><creatorcontrib>Kurtis, Kimberly E.</creatorcontrib><creatorcontrib>Niño, David González</creatorcontrib><creatorcontrib>McClelland, Zackery B.</creatorcontrib><title>Crevice corrosion and environmentally assisted cracking of high-strength duplex stainless steels in simulated concrete pore solutions</title><title>Construction & building materials</title><description>•Study of high-strength duplex stainless steels and relevant corrosion mechanisms.•Mo content is influential on crevice corrosion resistance.•No stress corrosion cracking observed but hydrogen embrittlement can under overprotection.
This paper presents a study of crevice corrosion and environmentally assisted cracking (EAC) mechanisms in UNS S32205 and S32304 which were cold drawn to tensile strengths of approximately 1300 MPa. The study utilized a combination of electrochemical methods and slow strain rate testing to evaluate EAC susceptibility. UNS S32205 was not susceptible to crevice corrosion in stranded geometries at Cl− concentrations up to 1.0 M in alkaline and carbonated simulated concrete pore solutions. UNS S32304 did exhibit a reduction in corrosion resistance when tested in a stranded geometry. UNS S32205 and S32304 were not susceptible to stress corrosion cracking at Cl− concentrations up to 0.5 M in alkaline and carbonated solutions but were susceptible to hydrogen embrittlement with cathodic overprotection.</description><subject>Analysis</subject><subject>Carbonates</subject><subject>Concrete</subject><subject>Concrete cracking</subject><subject>Concretes</subject><subject>Corrosion (Chemistry)</subject><subject>Crevice corrosion</subject><subject>Cyclic voltammetry</subject><subject>Electrochemical analysis</subject><subject>Hydrogen embrittlement</subject><subject>Mechanical properties</subject><subject>Methods</subject><subject>Stainless steel</subject><subject>Steel corrosion</subject><subject>Stress corrosion</subject><issn>0950-0618</issn><issn>1879-0526</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2019</creationdate><recordtype>article</recordtype><sourceid>N95</sourceid><recordid>eNqNks9u1DAQxiMEEkvhHYy4kmA7G29yrFb8kyr1AmfLGU-yXhx75XEq-gC8d12WQyvtAflgy_p9M5r5vqp6L3gjuFCfjg3EMK7O28XkRnIxNFw0vJcvqo3od0PNO6leVhs-dLzmSvSvqzdER865kkpuqj_7hHcOkEFMKZKLgZlgGYY7l2JYMGTj_T0zRI4yWgbJwC8XZhYndnDzoaacMMz5wOx68vibUTYueCQqL0RPzAVGblm9-SuPARJmZKeYkFH0ay4t6W31ajKe8N2_-6r6-eXzj_23-ub26_f99U0NW9XmejsYo1pldwOAEmUimMxouw62iHYrpRinvut30yQECNz1LbZWSsmhF3aEQbVX1Ydz3dl41C5MMZd5Fkegr7u-VUPL1a5Q9QVqxoDJ-BhwcuX7Gd9c4MuxuDi4KPj4RDCu5EJZmAtUFpppNivRc3w441AcooSTPiW3mHSvBdePKdBH_SQF-jEFmgtdUlC0-7O2WFGMxqQJHAZA6xJC1ja6_6jyAA4QxIk</recordid><startdate>20190410</startdate><enddate>20190410</enddate><creator>Moser, Robert D.</creator><creator>Singh, Preet M.</creator><creator>Kahn, Lawrence F.</creator><creator>Kurtis, Kimberly E.</creator><creator>Niño, David González</creator><creator>McClelland, Zackery B.</creator><general>Elsevier Ltd</general><general>Reed Business Information, Inc. (US)</general><scope>AAYXX</scope><scope>CITATION</scope><scope>N95</scope><scope>XI7</scope></search><sort><creationdate>20190410</creationdate><title>Crevice corrosion and environmentally assisted cracking of high-strength duplex stainless steels in simulated concrete pore solutions</title><author>Moser, Robert D. ; Singh, Preet M. ; Kahn, Lawrence F. ; Kurtis, Kimberly E. ; Niño, David González ; McClelland, Zackery B.</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c463t-49aa636d79cc61950cfabd55c4eed4221bf8587ff11c1e783e3d2220c81dbc963</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2019</creationdate><topic>Analysis</topic><topic>Carbonates</topic><topic>Concrete</topic><topic>Concrete cracking</topic><topic>Concretes</topic><topic>Corrosion (Chemistry)</topic><topic>Crevice corrosion</topic><topic>Cyclic voltammetry</topic><topic>Electrochemical analysis</topic><topic>Hydrogen embrittlement</topic><topic>Mechanical properties</topic><topic>Methods</topic><topic>Stainless steel</topic><topic>Steel corrosion</topic><topic>Stress corrosion</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Moser, Robert D.</creatorcontrib><creatorcontrib>Singh, Preet M.</creatorcontrib><creatorcontrib>Kahn, Lawrence F.</creatorcontrib><creatorcontrib>Kurtis, Kimberly E.</creatorcontrib><creatorcontrib>Niño, David González</creatorcontrib><creatorcontrib>McClelland, Zackery B.</creatorcontrib><collection>CrossRef</collection><collection>Gale Business: Insights</collection><collection>Business Insights: Essentials</collection><jtitle>Construction & building materials</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Moser, Robert D.</au><au>Singh, Preet M.</au><au>Kahn, Lawrence F.</au><au>Kurtis, Kimberly E.</au><au>Niño, David González</au><au>McClelland, Zackery B.</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Crevice corrosion and environmentally assisted cracking of high-strength duplex stainless steels in simulated concrete pore solutions</atitle><jtitle>Construction & building materials</jtitle><date>2019-04-10</date><risdate>2019</risdate><volume>203</volume><spage>366</spage><epage>376</epage><pages>366-376</pages><issn>0950-0618</issn><eissn>1879-0526</eissn><abstract>•Study of high-strength duplex stainless steels and relevant corrosion mechanisms.•Mo content is influential on crevice corrosion resistance.•No stress corrosion cracking observed but hydrogen embrittlement can under overprotection.
This paper presents a study of crevice corrosion and environmentally assisted cracking (EAC) mechanisms in UNS S32205 and S32304 which were cold drawn to tensile strengths of approximately 1300 MPa. The study utilized a combination of electrochemical methods and slow strain rate testing to evaluate EAC susceptibility. UNS S32205 was not susceptible to crevice corrosion in stranded geometries at Cl− concentrations up to 1.0 M in alkaline and carbonated simulated concrete pore solutions. UNS S32304 did exhibit a reduction in corrosion resistance when tested in a stranded geometry. UNS S32205 and S32304 were not susceptible to stress corrosion cracking at Cl− concentrations up to 0.5 M in alkaline and carbonated solutions but were susceptible to hydrogen embrittlement with cathodic overprotection.</abstract><pub>Elsevier Ltd</pub><doi>10.1016/j.conbuildmat.2019.01.082</doi><tpages>11</tpages></addata></record> |
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subjects | Analysis Carbonates Concrete Concrete cracking Concretes Corrosion (Chemistry) Crevice corrosion Cyclic voltammetry Electrochemical analysis Hydrogen embrittlement Mechanical properties Methods Stainless steel Steel corrosion Stress corrosion |
title | Crevice corrosion and environmentally assisted cracking of high-strength duplex stainless steels in simulated concrete pore solutions |
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