1. ERDC Knowledge Core
  2. Engineer Research and Development Center (ERDC)
  3. Geotechnical and Structures Laboratory (GSL) - (2/23/2001 - present)
  4. Publication
  5. Miscellaneous Paper
Please use this identifier to cite or link to this item: https://hdl.handle.net/11681/41620
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dc.contributor.authorMoser, Robert D.-
dc.contributor.authorSingh, Preet M.-
dc.contributor.authorKahn, L. F. (Lawrence F.), 1945--
dc.contributor.authorKurtis, Kimberly E.-
dc.contributor.authorNiño, David González.-
dc.contributor.authorMcClelland, Zackery B.-
dc.date.accessioned2021-08-20T13:08:04Z-
dc.date.available2021-08-20T13:08:04Z-
dc.date.issued2021-08-
dc.identifier.govdocERDC/GSL MP-21-3-
dc.identifier.urihttps://hdl.handle.net/11681/41620-
dc.identifier.urihttp://dx.doi.org/10.21079/11681/41620-
dc.descriptionMiscellaneous Paperen_US
dc.description.abstractThis 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.en_US
dc.description.sponsorshipEnvironmental Quality and Installations Program (U.S.)en_US
dc.format.extent17 pages / 1.91 MB-
dc.format.mediumPDF-
dc.language.isoen_USen_US
dc.publisherGeotechnical and Structures Laboratory (U.S.)en_US
dc.publisherEngineer Research and Development Center (U.S.)-
dc.relation.ispartofseriesMiscellaneous Paper (Engineer Research and Development Center (U.S.)) ; no. ERDC/GSL MP-21-3-
dc.relation.isversionofMoser, Robert D., Preet M. Singh, Lawrence F. Kahn, Kimberly E. Kurtis, David González Niño, and Zackery B. McClelland. "Crevice corrosion and environmentally assisted cracking of high-strength duplex stainless steels in simulated concrete pore solutions." Construction and Building Materials 203 (2019): 366-376. https://doi.org/10.1016/j.conbuildmat.2019.01.082-
dc.rightsApproved for Public Release; Distribution is Unlimited-
dc.sourceThis Digital Resource was created in Microsoft Word and Adobe Acrobat-
dc.subjectStainless steelen_US
dc.subjectConcreteen_US
dc.subjectCyclic voltammetryen_US
dc.subjectCrevice corrosionen_US
dc.subjectStress corrosionen_US
dc.subjectHydrogen embrittlementen_US
dc.titleCrevice corrosion and environmentally assisted cracking of high-strength duplex stainless steels in simulated concrete pore solutionsen_US
dc.typeReporten_US
Appears in Collections:Miscellaneous Paper

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