Effect of Epoxy Coating Thickness on Bond Strength of No. 19 [No. 6] Reinforcing Bars

Miller, Gerald G.; Kepler, Jennifer L.; Darwin, David

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

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