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