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dc.contributor.authorO’Reilly, Matthew
dc.contributor.authorVosough-Grayli, Pooya
dc.contributor.authorDarwin, David
dc.date.accessioned2021-08-23T19:26:14Z
dc.date.available2021-08-23T19:26:14Z
dc.date.issued2021-01
dc.identifier.citationO’Reilly, M., Vosough-Grayli, P., and Darwin, D., “Corrosion Performance of ChromX 2100, 4100, and 9100 Bars,” SL Report 21-1, The University of Kansas Center for Research, Inc., Lawrence, KS, January 2021, 34 ppen_US
dc.identifier.urihttp://hdl.handle.net/1808/31867
dc.description.abstractThe corrosion resistance of ASTM A1035 CL (nominal Cr content of 2%), CM (nominal Cr content of 4%), and Type CS (nominal Cr content of 9%) steel reinforcing bars produced by MMFX Technologies under the respective trade names ChromX 2100, 4100, and 9100 were evaluated in uncracked concrete. The bars were tested both in the as-rolled condition as well as after sandblasting to remove mill scale. The corrosion performance of the ChromX bars was compared to that of conventional (ASTM A615) reinforcement in previous studies.

The ChromX bars exhibited a critical chloride corrosion threshold between 1.4 and 2.9 times greater than the critical chloride threshold of conventional reinforcement, with the ChromX 9100 bars exhibiting higher chloride thresholds and lower corrosion rates after initiation than the other ChromX bars. The average corrosion rate after initiation of ChromX bars ranged from 15% to 31% that of conventional reinforcing steel. Sandblasting was effective in decreasing the corrosion rate after initiation for ChromX bars, but did not significantly alter the chloride threshold.
en_US
dc.description.sponsorshipMMFX Technologies
dc.publisherUniversity of Kansas Center for Research, Inc.en_US
dc.relation.ispartofseriesSL Report;21-1
dc.relation.isversionofhttps://iri.ku.edu/reportsen_US
dc.subjectASTM A1035en_US
dc.subjectChromiumen_US
dc.subjectChromXen_US
dc.subjectConcreteen_US
dc.subjectCorrosionen_US
dc.subjectReinforcing steelen_US
dc.titleCorrosion Performance of ChromX 2100, 4100, and 9100 Barsen_US
dc.typeTechnical Reporten_US
kusw.kuauthorO’Reilly, Matthew
kusw.kuauthorVosough-Grayli, Pooya
kusw.kuauthorDarwin, David
kusw.kudepartmentCivil, Environmental & Architectural Engineeringen_US
kusw.oastatusna
dc.identifier.orcidhttps://orcid.org/0000-0003-3968-4342en_US
dc.identifier.orcidhttps://orcid.org/0000-0002-6671-698Xen_US
dc.identifier.orcidhttps://orcid.org/0000-0001-5039-3525en_US
dc.rights.accessrightsopenAccessen_US


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