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- W2207997037 abstract "This report details the hypothesis is advanced that the stress-strain diagram for concrete under short-time loading consists of two linear parts, one representing elastic behavior and the other representing plastic behavior. The former is measured by the modular ratio which is defined as the ratio of modulus of elasticity of steel to the initial modulus of elasticity of concrete. The latter is measured by the plasticity ratio which is defined as the ratio of the plastic strain to the total strain at rupture of the concrete. Furthermore, the hypothesis is advanced that the plasticity ratio, like the modular ratio, is a function of the compressive strength of the concrete. Based on these hypotheses, formulas are derived for the ultimate strength ob beams reinforced in tension only. Comparisons are made with the results of tests which have been reported by various investigators." @default.
- W2207997037 created "2016-06-24" @default.
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- W2207997037 date "1943-06-22" @default.
- W2207997037 modified "2023-09-27" @default.
- W2207997037 title "ULTIMATE STRENGTH OF REINFORCED CONCRETE BEAMS AS RELATED TO THE PLASTICITY RATIO OF CONCRETE" @default.
- W2207997037 hasPublicationYear "1943" @default.
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