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dc.contributor.authorBrettmann, Barie B.
dc.contributor.authorDarwin, David
dc.contributor.authorDonahey, Rex C.
dc.date.accessioned2017-03-16T17:42:58Z
dc.date.available2017-03-16T17:42:58Z
dc.date.issued1986
dc.identifier.citationBrettmann, B.B., Darwin, D., Donahey, R.C., "Bond of Reinforcement to Superplasticized Concrete," ACI Journal Vol. 83, No. 12, January-February 1986, pp. 98-107.en_US
dc.identifier.urihttp://hdl.handle.net/1808/23425
dc.description.abstractThe effects of superplasticizers on concrete-steel bond strength were studied. Key variables were degree of consolidation; concrete slump, both with and without a superplasticizer; concrete temperature; and bar position. No. 8 deformed reinforcing bars were used with a 2-in (51mm) cover and a 10 in. (254 mm) bonded length. Concrete slumps ranged from 1 3/4 in to 9in. (44 to 229 mm). Three specimens depths were used. All specimens were modified cantilever beam specimens. The experimental results show that high-slump superplasticized concrete provides a lower bond strength than low-slump concrete of the same strength. Vibration of high-slump concrete increases the bond strength compared to high-slump concrete without vibration. The current ACI top-bar requirements appear to be unconservative for top-cast bars with less than 12 in. (305 mm) of concrete below the bar and are possibly overconservative for nontop-cast bars with more than 12 in. 305 (mm) of concrete below the bar when low-slump concrete is used.en_US
dc.publisherAmerican Concrete Instituteen_US
dc.relation.isversionofhttps://iri.ku.edu/reportsen_US
dc.subjectBond (concrete to reinforcement)en_US
dc.subjectConcrete constructionen_US
dc.subjectConsolidationen_US
dc.subjectCoveren_US
dc.subjectPlasticizersen_US
dc.subjectPullout testsen_US
dc.subjectReinforced concreteen_US
dc.subjectReinforcing steelsen_US
dc.subjectVibrationen_US
dc.subjectWater-reducing agentsen_US
dc.titleBond of Reinforcement to Superplasticized Concreteen_US
dc.typeArticleen_US
kusw.kuauthorDarwin, David
kusw.kudepartmentInfrastructure Reseach Institudeen_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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