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dc.contributor.authorDarwin, David
dc.contributor.authorLutz, LeRoy A.
dc.contributor.authorZuo, Jun
dc.date.accessioned2017-03-02T22:32:26Z
dc.date.available2017-03-02T22:32:26Z
dc.date.issued2005
dc.identifier.citationDarwin, D., Lutz, L.A., and Zuo, J., "Recommended Provisions and Commentary on Development and Lap Splice Lengths for Deformed Reinforcing Bars in Tension," ACI Structural Journal V. 102, No. 6, November-December, 2005, pp 892-900.en_US
dc.identifier.urihttp://hdl.handle.net/1808/23336
dc.description.abstractCriteria recommended by ACI Committee 408 on development and lap splice length design for straight reinforcing bars in tension are presented in code format and compared with those in ACI 318-05, Building Code Recommendations for Structural Concrete. The recommended criteria produce designs with improved reliability compared to those in ACI 318. Development lengths are longer than those in ACI 318 for conditions of low cover or confinement, but shorter for bars with higher degrees of confinement, provided by added cover and transverse reinforcement and wider spacing between bars, and for normalweight concretes with strengths between 10,000 and 16,000 psi (70 and 110 MPa).en_US
dc.description.sponsorshipACI Committee 408, Bond and Development of Reinforcement.en_US
dc.publisherAmerican Concrete Instituteen_US
dc.relation.isversionofhttps://iri.ku.edu/reportsen_US
dc.subjectBar ribsen_US
dc.subjectBonden_US
dc.subjectDevelopment lengthen_US
dc.subjectHigh relative rib areaen_US
dc.subjectReinforcing barsen_US
dc.subjectSplice lengthen_US
dc.titleRecommended Provisions and Commentary on Development and Lap Splice Lengths for Deformed Reinforcing Bars in Tensionen_US
dc.typeArticleen_US
kusw.kuauthorDarwin, David
kusw.kudepartmentCivil/Environ/Arch Engineeringen_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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