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dc.contributor.authorMiller, Gerald G.
dc.contributor.authorKepler, Jennifer L.
dc.contributor.authorDarwin, David
dc.date.accessioned2017-03-09T18:14:18Z
dc.date.available2017-03-09T18:14:18Z
dc.date.issued2003
dc.identifier.citationMiller, G. G., Kepler, J. L., and Darwin, D., "Effect of Epoxy Coating Thickness on Bond Strength of Reinforcing Bars," ACI Structural Journal, Vol. 100, No. 3, May-June, 2003, pp. 314-320.en_US
dc.identifier.urihttp://hdl.handle.net/1808/23374
dc.description.abstractThe effect of epoxy coating thickness on bond strength is evaluated using No. 19 (No. 6) reinforcing bars with coating thicknesses ranging from 160 to 510 mm (6.4 to 19.9 mils). Three deformation patterns are evaluated using epoxy meeting the requirements of ASTM A 775. The reduction in bond strength caused by epoxy coatings between 160 and 420 mm (6.4 and 16.5 mils) is largely independent of coating thickness. The reduction, however, becomes significant for coatings thicker than 420 mm (16.5 mils). When combined with earlier research on bars ranging in size from No. 10 to No. 36 (No. 3 to No. 11), the results demonstrate that an increase in the maximum allowable coating thickness, from 300 mm to 420 mm (12 to 16.5 mils), is justified for No. 19 (No. 6) and larger reinforcing bars in the ASTM standard.en_US
dc.publisherAmerican Concrete Instituteen_US
dc.relation.isversionofhttps://iri.ku.edu/reportsen_US
dc.subjectBonden_US
dc.subjectCoatingen_US
dc.subjectDeformed reinforcementen_US
dc.subjectEpoxyen_US
dc.subjectReinforcementen_US
dc.subjectRiben_US
dc.titleEffect of Epoxy Coating Thickness on Bond Strength of Reinforcing Barsen_US
dc.typeArticleen_US
kusw.kuauthorMiller, Gerald G.
kusw.kuauthorKepler, Jennifer L.
kusw.kuauthorDarwin, David
kusw.kudepartmentInfrastructure Research Instituteen_US
kusw.oastatusna
dc.identifier.orcidhttps://orcid.org/0000-0001-5039-3525
kusw.oaversionScholarly/refereed, publisher versionen_US
kusw.oapolicyThis item does not meet KU Open Access policy criteria.en_US
dc.rights.accessrightsopenAccess


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