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Effect of Epoxy Coating Thickness on Bond Strength of No. 19 [No. 6] Reinforcing Bars
dc.contributor.author | Miller, Gerald G. | |
dc.contributor.author | Kepler, Jennifer L. | |
dc.contributor.author | Darwin, David | |
dc.date.accessioned | 2016-03-04T21:49:00Z | |
dc.date.available | 2016-03-04T21:49:00Z | |
dc.date.issued | 1998-01 | |
dc.identifier.citation | Miller, G.G., Kepler, J.L., and Darwin, D., "Effect of Epoxy Coating Thickness on Bond Strength of No. 19 [No. 6] Reinforcing Bars," SL Report 98-1, University of Kansas Center for Research, Inc., Lawrence, Kansas, January, 1998, 26 pp. | en_US |
dc.identifier.uri | http://hdl.handle.net/1808/20467 | |
dc.description.abstract | ASTM A 944 beam-end specimens are used to evaluate the relative bond strength of epoxycoated No. 19 [No. 61 reinforcing bars with coating thicknesses ranging from 160 to 510 pm (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 pm (6.4 and 16.5 mils) is largely independent of coating thickness, The reduction increases for coatings thicker than 420 pm (16.5 rmls). | en_US |
dc.publisher | University of Kansas Center for Research, Inc. | en_US |
dc.relation.ispartofseries | SL Report;98-1 | |
dc.relation.isversionof | https://iri.ku.edu/reports | en_US |
dc.subject | Bond (concrete to reinforcement) | en_US |
dc.subject | Deformed reinforcement | en_US |
dc.subject | Development | en_US |
dc.subject | Epoxy coating | en_US |
dc.subject | Reinforcing steels | en_US |
dc.subject | Relative rib area | en_US |
dc.subject | Structural engineering | en_US |
dc.title | Effect of Epoxy Coating Thickness on Bond Strength of No. 19 [No. 6] Reinforcing Bars | en_US |
dc.type | Technical Report | |
kusw.kuauthor | Darwin, David | |
kusw.kudepartment | Civil/Environ/Arch Engineering | en_US |
dc.identifier.orcid | https://orcid.org/0000-0001-5039-3525 | |
kusw.oapolicy | This item does not meet KU Open Access policy criteria. | |
dc.rights.accessrights | openAccess |