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Flexural analysis of reinforced concrete T cross sections according to EC2 standard for strains ε c 2 smaller than 2.0‰
Author(s) -
Skrinar M.
Publication year - 2002
Publication title -
pamm
Language(s) - English
Resource type - Journals
ISSN - 1617-7061
DOI - 10.1002/1617-7061(200203)1:1<175::aid-pamm175>3.0.co;2-3
Subject(s) - structural engineering , flexural strength , reinforced concrete , materials science , composite material , cross section (physics) , section (typography) , stress (linguistics) , computer science , engineering , physics , linguistics , philosophy , quantum mechanics , operating system
The paper discusses a detailed analysis of a concrete T cross section with the neutral axis within the web using the parabolic stress distribution for the design stress‐strain relationship of the concrete according to the EC2 standard.