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What is Shear Failure in RC Beams Explained about?

This paper presents a formal theory explaining the mechanism of diagonal shear failure in slender reinforced concrete (RC) beams without web reinforcement, identifying the type of concrete splitting responsible for such failures. A derived formula for shear stress at failure is validated against experimental data, highlighting the size effect on nominal shear strength. The study aims to provide a rigorous theoretical framework to better understand shear failure mechanisms in these beams, which has been inad

Author

Francesco Cavagnis

Language

EN