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dc.contributor.authorAltowaiji, Wisam A. K.
dc.contributor.authorDarwin, David
dc.contributor.authorDonahey, Rex C.
dc.date.accessioned2016-02-29T18:59:40Z
dc.date.available2016-02-29T18:59:40Z
dc.date.issued1984-11
dc.identifier.citationAltowaiji, W.A.K., Darwin, D., Donahey, R.C., "Preliminary Study of the Effect of Revibration on Concrete-Steel Bond Strength," SL Report 84-2, The University of Kansas Center for Research , Inc., Lawrence, KS, November 1984, 32 pp.en_US
dc.identifier.urihttp://hdl.handle.net/1808/20396
dc.description.abstractThe effects of revibration on concrete-steel bond strength are studied. Key variables are concrete slump, bleed, bar position, and the time interval between initial vibration and revibration. lt8 deformed reinforcing bars were used with a 2 in. cover and a 10 in. bonded length. Concrete slumps ranged from 2-3/4 in. to 7-1/2 in. Two specimen depths were used. All specimens were modified cantilever beam specimens. The experimental results show that revibration is not universally beneficial to concrete steel bond. Revibration appears to improve bond strength for top-cast bars placed in high slump concrete. Revibration may, however, severely damage bond strength for bars cast in well consolidated, low slump concrete. Revibration is almost universally detrimental to the bond strength of bottom-cast bars. Overall, revibration tends to reduce the differences in bond strength caused by differences in slump and bar position.en_US
dc.publisherUniversity of Kansas Center for Research, Inc.en_US
dc.relation.ispartofseriesSL Report;84-2
dc.relation.isversionofhttps://iri.ku.edu/reportsen_US
dc.titlePreliminary Study of the Effect of Revibration on Concrete-Steel Bond Strengthen_US
dc.typeTechnical Report
kusw.kuauthorDarwin, David
kusw.kudepartmentCivil/Environ/Arch Engineeringen_US
dc.identifier.orcidhttps://orcid.org/0000-0001-5039-3525
kusw.oapolicyThis item does not meet KU Open Access policy criteria.
dc.rights.accessrightsopenAccess


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