Behavior of Minimum Length Splices of High-Strength Reinforcement

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dc.contributor.advisorJirsa, Jamesen
dc.creatorDonnelly, Kristenen
dc.date.accessioned2014-09-18T20:58:12Zen
dc.date.available2014-09-18T20:58:12Zen
dc.date.issued2007-05en
dc.description.abstractTests were completed using high-strength, corrosion-resistant MMFX reinforcement with ACI minimum splice lengths inside concrete beams, to determine if code formulas established for Grade 60 reinforcement are still applicable and conservative for high-strength reinforcement.en
dc.description.departmentCivil, Architectural, and Environmental Engineeringen
dc.identifier.urihttp://hdl.handle.net/2152/26015en
dc.language.isoengen
dc.subjecthigh strength reinforcementen
dc.subjectreinforced concreteen
dc.subjectminimum splice lengthen
dc.subjectMMFXen
dc.subjectbeamsen
dc.subjectcorrosion resistant reinforcementen
dc.titleBehavior of Minimum Length Splices of High-Strength Reinforcementen
dc.typeThesisen

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