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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Bibliographic Details
Main Author: Marek Lechman
Format: Article
Language:English
Published: MDPI AG 2022-03-01
Series:Materials
Subjects:
Online Access:https://www.mdpi.com/1996-1944/15/5/1957