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Home > Publications > International Concrete Abstracts Portal
The International Concrete Abstracts Portal is an ACI led collaboration with leading technical organizations from within the international concrete industry and offers the most comprehensive collection of published concrete abstracts.
Title: High Yield-Point Steel As Tension Reinforcement In Beams
Author(s): Bruce Johnston and Kenneth C. Cox
Publication: Journal Proceedings
Appears on pages(s): 65-80
Abstract:Results of tests of 32 rectangular concrete beams reinforced with four different types of high yield-point steels. The beams had an effective depth of I2 in., a width of I2 in. and a distance center-to-center of sup- ports of 9 ft. The four types of steel: ( I ) hard grade steel, (2) nickel steel (one beam only), (3) square twisted bars, and (4) twin-twisted and stretched bars, Results show that when a concrete beam is re-inforced against diagonal tension failure, the strength is determined by the total yield strength of the steel (steel area times yield-point stress) and not by the type of steel.
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