Show simple item record

dc.contributor.authorOgunsanya, I.G.
dc.contributor.authorHansson, C.M.
dc.date.accessioned2019-12-04 18:48:24 (GMT)
dc.date.available2019-12-04 18:48:24 (GMT)
dc.date.issued2019-06
dc.identifier.urihttps://doi.org/10.1016/j.mtla.2019.100321.
dc.identifier.urihttp://hdl.handle.net/10012/15278
dc.descriptionThe final publication is available at Elsevier via https://doi.org/10.1016/j.mtla.2019.100321. © 2019. This manuscript version is made available under the CC-BY-NC-ND 4.0 license http://creativecommons.org/licenses/by-nc-nd/4.0/en
dc.description.abstractThe vulnerability of concrete reinforcing steels to corrosion when depassivation occurs, typically in the presence of chloride, makes it important to understand the nature of the steels’ passive films. In Part I of the study, electrochemical techniques and Mott–Schottky analysis were used to investigate these films formed on five different grades of stainless steel and carbon steel reinforcing bars exposed to simulated concrete pore solution. The influence of the steel composition and surface finish on Mott–Schottky plots and the electronic properties are discussed in relation to the steels’ corrosion resistance. A p-type semiconductor behavior was observed in the stainless steel alloys in the cathodic potential regions and an n-type in the anodic potential regions. The n-type behavior is similar to that observed in the carbon steel. The electronic and electrochemical properties of the austenitic grades were superior to the duplex grades. The molybdenum-containing grades, 316LN and 2205, did not show the expected superior properties compared to molybdenum-free grades, 304L and 2304. Also, the replacement of nickel by manganese in the 24100 alloy was not found to be detrimental. The as-received bars showed electronic and electrochemical properties that are more realistic to field conditions than those of the polished cross-sections.en
dc.description.sponsorshipThe authors appreciate the funding provided by the Natural Sciences and Engineering Research Council of Canada (NSERC) and donations of steel from Valbruna and North American Stainless.en
dc.language.isoenen
dc.publisherElsevieren
dc.rightsAttribution-NonCommercial-NoDerivatives 4.0 International*
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/4.0/*
dc.subjectstainless steelen
dc.subjectcarbon steelen
dc.subjectconcrete reinforcementen
dc.subjectpassive filmsen
dc.subjectsemiconductorsen
dc.subjectcement pore solutionen
dc.subjectchloridesen
dc.titleThe semiconductor properties of passive films and corrosion behavior of stainless steel reinforcing bars in simulated concrete pore solutionen
dc.typeArticleen
dcterms.bibliographicCitationOgunsanya, I. G., and C. M. Hansson. “The Semiconductor Properties of Passive Films and Corrosion Behavior of Stainless Steel Reinforcing Bars in Simulated Concrete Pore Solution.” Materialia 6 (June 1, 2019): 100321. https://doi.org/10.1016/j.mtla.2019.100321.en
uws.contributor.affiliation1Faculty of Engineeringen
uws.contributor.affiliation2Mechanical and Mechatronics Engineeringen
uws.typeOfResourceTexten
uws.peerReviewStatusRevieweden
uws.scholarLevelFacultyen
uws.scholarLevelGraduateen


Files in this item

Thumbnail
Thumbnail

This item appears in the following Collection(s)

Show simple item record

Attribution-NonCommercial-NoDerivatives 4.0 International
Except where otherwise noted, this item's license is described as Attribution-NonCommercial-NoDerivatives 4.0 International

UWSpace

University of Waterloo Library
200 University Avenue West
Waterloo, Ontario, Canada N2L 3G1
519 888 4883

All items in UWSpace are protected by copyright, with all rights reserved.

DSpace software

Service outages