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- W2944569724 abstract "A powerful and new theoretical approach is used to obtain an expression for the effect of creep on reinforced concrete shear deformable beams. First, a method for Euler-Bernulli beam is proposed to represent long-term behavior of concrete beams based on linear strain theory. Secondly, a formulation is developed for analyzing the strain distribution in shear deformable concrete beams. Finally, three numerical examples are included in order to compare well-known codes with the proposed method. Comparison between proposed method, FEM, codes and experimental works demonstrate that the proposed analytical procedure can effectively simulate creep behavior in reinforced concrete beams." @default.
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- W2944569724 date "2019-03-13" @default.
- W2944569724 modified "2023-09-26" @default.
- W2944569724 title "Effect of creep on high-order shear deformable beams" @default.
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- W2944569724 doi "https://doi.org/10.24200/sci.2019.21359" @default.
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