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dc.contributor.authorSenecal, Matthew R.
dc.contributor.authorDarwin, David
dc.contributor.authorLocke, Carl E., Jr.
dc.date.accessioned2016-03-04T20:58:54Z
dc.date.available2016-03-04T20:58:54Z
dc.date.issued1995-07
dc.identifier.citationSenecal, M.R., Darwin, D., Locke, C.E., Jr., "Evaluation of Corrosion-Resistant Steel Reinforcing Bars," SM Report No. 40., University of Kansas Center for Research, Inc., Lawrence, KS, July 1995, 153 pp.en_US
dc.identifier.urihttp://hdl.handle.net/1808/20450
dc.description.abstractThe corrosion performance of a new reinforcing steel is compared with that of conventional steeL The effects of both microalloying and a special heat treatment are evaluated. The microalloying includes small increases in the percentages of copper, phosphorus, and chromium compared to conventional reinforcing steel (less than 1.5 percent total), and the heat treatment involves quenching and tempering after hot rolling. The increase in the phosphorus content exceeds the amount allowed in the ASTM specifications for reinforcing steeL The steels are evaluated using the Southern Exposure and Cracked Beam tests, which are generally accepted in United States practice, plus rapid corrosion potential and macrocell tests developed at the University of Kansas. Corrosion potential, macrocell corrosion rate, and macrocell mat-to-mat resistance are measured. Mechanical properties are compared with the requirements of ASTM A 615 to measure the affects of microalloying and heat treatment on the ductility and strength of the steel. The results indicate that the corrosion resistant steel has a macrocell corrosion rate equal to half that of conventional steel. The corrosion resisting mechanisms exhibited by the microalloying appear to involve the deposition of protective corrosion products at both the anode and the cathode. The epoxy coated corrosion resistant steel had a greater time-tocorrosion than epoxy-coated conventional steel. The microalloyed steel met the mechanical requirements of ASTM A 615 for reinforcement.en_US
dc.publisherUniversity of Kansas Center for Research, Inc.en_US
dc.relation.ispartofseriesSM Report;40
dc.relation.isversionofhttps://iri.ku.edu/reportsen_US
dc.subjectChloridesen_US
dc.subjectConcreteen_US
dc.subjectCorrosionen_US
dc.subjectCorrosion testingen_US
dc.subjectHeat treatmenten_US
dc.subjectMicroalloysen_US
dc.subjectReinforcing barsen_US
dc.titleEvaluation of Corrosion-Resistant Steel Reinforcing Barsen_US
dc.typeTechnical Report
kusw.kuauthorDarwin, David
kusw.kudepartmentCivil/Environ/Arch Engineeringen_US
dc.identifier.orcidhttps://orcid.org/0000-0001-5039-3525
kusw.oapolicyThis item does not meet KU Open Access policy criteria.
dc.rights.accessrightsopenAccess


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