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Bond of Reinforcement to Superplasticized Concrete
dc.contributor.author | Brettmann, Barie B. | |
dc.contributor.author | Darwin, David | |
dc.contributor.author | Donahey, Rex C. | |
dc.date.accessioned | 2017-03-16T17:42:58Z | |
dc.date.available | 2017-03-16T17:42:58Z | |
dc.date.issued | 1986 | |
dc.identifier.citation | Brettmann, 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.uri | http://hdl.handle.net/1808/23425 | |
dc.description.abstract | The 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.publisher | American Concrete Institute | en_US |
dc.relation.isversionof | https://iri.ku.edu/reports | en_US |
dc.subject | Bond (concrete to reinforcement) | en_US |
dc.subject | Concrete construction | en_US |
dc.subject | Consolidation | en_US |
dc.subject | Cover | en_US |
dc.subject | Plasticizers | en_US |
dc.subject | Pullout tests | en_US |
dc.subject | Reinforced concrete | en_US |
dc.subject | Reinforcing steels | en_US |
dc.subject | Vibration | en_US |
dc.subject | Water-reducing agents | en_US |
dc.title | Bond of Reinforcement to Superplasticized Concrete | en_US |
dc.type | Article | en_US |
kusw.kuauthor | Darwin, David | |
kusw.kudepartment | Infrastructure Reseach Institude | en_US |
kusw.oastatus | na | |
dc.identifier.orcid | https://orcid.org/0000-0001-5039-3525 | |
kusw.oaversion | Scholarly/refereed, publisher version | en_US |
kusw.oapolicy | This item does not meet KU Open Access policy criteria. | en_US |
dc.rights.accessrights | openAccess |