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dc.contributor.authorIdun, Emmanuel K.
dc.contributor.authorDarwin, David
dc.date.accessioned2017-03-09T19:47:58Z
dc.date.available2017-03-09T19:47:58Z
dc.date.issued1999
dc.identifier.citationE. K., Idun, and Darwin, D., "Epoxy-Coated Reinforcement: Coefficient of Friction and Rib Face Angle," ACI Structural Journal, Vol. 96, No. 4, July-Aug., 1999, pp. 609-615.en_US
dc.identifier.urihttp://hdl.handle.net/1808/23384
dc.description.abstractThe coefficients of friction between epoxy-coated and uncoated reinforcing steel and mortar and the effects of rib face angle on the relative bond strength of epoxy-coated bars are determined. Results for 130 test specimens indicate that the average coefficient of friction is about 0.49 between epoxy-coated reinforcing steel and mortar and about 0.56 between uncoated reinforcing steel and mortar. Based on 58 beam-end specimen tests using both machined and rolled 1-in. (25-mm) nominal diameter reinforcing bars with face angles of 30, 40, 45, 60, and 90 deg, epoxy coating has the least effect on the bond strength of steel reinforcing bars to concrete when the rib face angle is greater than or equal to 45 deg.en_US
dc.publisherAmerican Concrete Instituteen_US
dc.relation.isversionofhttps://iri.ku.edu/reportsen_US
dc.subjectBond (concrete to reinforcement)en_US
dc.subjectDeformed reinforcementen_US
dc.subjectEpoxy resinsen_US
dc.subjectFrictionen_US
dc.subjectReinforcing steelsen_US
dc.subjectSplicingen_US
dc.subjectStructural engineeringen_US
dc.titleBond of Epoxy-Coated Reinforcement: Coefficient of Friction and Rib Face Angleen_US
dc.typeArticleen_US
kusw.kuauthorIdun, Emmanuel K.
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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