Open AccessSimulation of the Stress-Strain State of Eccentrically Compressed and Tensioned Reinforced Concrete Beams
Author(s) -
Vasyl Karpiuk,
Yuliia Somina,
Oksana Maistrenko,
Fedir Karpiuk
Publication year - 2020
Publication title -
system safety
Language(s) - English
Resource type - Journals
ISSN - 2657-5450
DOI - 10.2478/czoto-2020-0025
Subject(s) - structural engineering , compression (physics) , tension (geology) , stress–strain curve , bending , stress (linguistics) , reinforced concrete , materials science , engineering , composite material , finite element method , linguistics , philosophy
The paper deals with the working peculiarities of the support zones of reinforced concrete elements subject to bending with due account of the eccentric compression and tension. The authors performed simulation of the stress-strain behaviour of the indicated structures with the aid of “Lira” software which results are shown in the graphical and tabulated form. The performed simulation allowed of tracing the work of the studied sample beams till collapse. Such approach made it possible to single out and generalize the main collapse patterns of the inclined cross-sections of the reinforced concrete elements subject to bending on which basis the authors developed the improved method to calculate their strength (Karpiuk et al., 2019).