A peculiar value of M to Mcr ratio: Reconsidering assumptions of curvature analysis of reinforced concrete beams

The paper critically evaluates design code techniques (ACI 318-14, ACI 318-19, and Eurocode 2) for the instantaneous curvature analysis of reinforced concrete (RC) beams. The study examines the soundness of the assumption that a fully cracked section represents the lower bound of the effective momen...

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Autores principales: Gintaris Kaklauskas, Aleksandr Sokolov
Formato: article
Lenguaje:EN
Publicado: Elsevier 2021
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Acceso en línea:https://doaj.org/article/5653314e0fb1429b92b6289a1f132a50
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