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- W106055098 abstract "This chapter discusses the application of the true parabolic stress method of analysis for predicting the ultimate strength of reinforced concrete members. It is different from the current parabolic rectangular stress block method of analysis, in that it utilizes the basic parabola, which approximates the stress/strain diagram of the compressive properties of the concrete material. The methodology of the true parabolic stress method not only satisfies the basic equilibrium conditions of external and internal forces but also opens the way for analytical method of analysis for ultimate strength of reinforced concrete sections. The equivalent rectangle of the true parabolic stress method is explained with the current ACI rectangular method to highlight the rationality of the former compared to the latter. Derived formulas from the application of the true parabolic stress method to beam analysis are also discussed in the chapter. The ultimate strength method requires that the yield strength of reinforcing steel bars is developed by embedment into concrete. The current ACI/AASHTO formulas for development length appear inadequate, and the chapter suggests a longer development length into concrete using the ACI 1963 allowable bond stress." @default.
- W106055098 created "2016-06-24" @default.
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- W106055098 date "2001-01-01" @default.
- W106055098 modified "2023-09-26" @default.
- W106055098 title "True Parabolic Stress Method of Analysis in Reinforced Concrete Beams" @default.
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- W106055098 doi "https://doi.org/10.1016/b978-008043948-8/50031-x" @default.
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