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Cross-Sectional Analysis of the Resistance of RC Members Subjected to Bending with/without Axial Force

This paper deals with the cross-sectional analysis of the resistance of RC members subjected to a bending moment with or without axial forces. To determine section resistance, the nonlinear material law for concrete in compression is assumed according to Eurocode 2, taking into account the effect of...

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Detalles Bibliográficos
Autor principal: Lechman, Marek
Formato: Online Artículo Texto
Lenguaje:English
Publicado: MDPI 2022
Materias:
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC8911781/
https://www.ncbi.nlm.nih.gov/pubmed/35269188
http://dx.doi.org/10.3390/ma15051957