Issue |
MATEC Web Conf.
Volume 117, 2017
RSP 2017 – XXVI R-S-P Seminar 2017 Theoretical Foundation of Civil Engineering
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Article Number | 00071 | |
Number of page(s) | 7 | |
DOI | https://doi.org/10.1051/matecconf/201711700071 | |
Published online | 24 July 2017 |
Modelling post-critical deformation processes of flat reinforced concrete elements under biaxial stresses
Moscow State University Of Civil Engineering 129337, 26, Yaroslavskoe shosse, Moscow, Russian Federation
* Corresponding authors: ovk531@gmail.com
** Corresponding authors: bozidarm@rambler.ru
This paper examines the issue of mathematical modelling of local destruction processes of flat reinforced concrete structures beyond design basis impacts. Analysis of the peculiarities of the local failure mechanisms, which are formed in wall concrete structures, was conducted. The paper shows that the processes of post-critical deformation of flat concrete structures occur through several mechanisms with the relevant strength criteria. The method of post-critical deformation modelling of reinforced concrete structures under biaxial stresses is proposed and justified. The modelling is conducted by the gradual change of the analysis model in the areas of failure using finite elements with stiffness parameters, which corresponds to the conditions of interaction between structure parts separated by a crack.
Key words: modelling / load-carrying structures / stress-and-strain state / design prediction / calculation technique / calculation model / model of external constraints
© The Authors, published by EDP Sciences, 2017
This is an Open Access article distributed under the terms of the Creative Commons Attribution License 4.0, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
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