Behavior of Minimum Length Splices of High-Strength Reinforcement

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Date

2007-05

Authors

Donnelly, Kristen

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Abstract

Tests 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.

Department

Civil, Architectural, and Environmental Engineering

Description

Keywords

high strength reinforcement, reinforced concrete, minimum splice length, MMFX, beams, corrosion resistant reinforcement

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URI

http://hdl.handle.net/2152/26015

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Honors Theses