| Issue |
E3S Web Conf.
Volume 535, 2024
XIII International Scientific and Practical Forum “Environmental Aspects of Sustainability of Construction and Management of Urban Real Estate” (ESCM-2024)
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|---|---|---|
| Article Number | 01005 | |
| Number of page(s) | 9 | |
| Section | Innovative and Technical Solutions to Ensure Environmental Sustainability in Construction | |
| DOI | https://doi.org/10.1051/e3sconf/202453501005 | |
| Published online | 11 June 2024 | |
Numerical modeling of influence of defects and damages on bearing capacity of building structures
Moscow State University of Civil Engineering, 26, Yaroslavskoye shosse, Moscow, 129337, Russia
1 Corresponding author: Berformert@gmail.com
According to the Russian building codes, the numerical study of structures should be carried out taking into account the existing defects and damages. On the example of a U-shaped reinforced concrete frame containing damage, a comparative analysis of three cases of stress-strain state was carried out in comparison with the design scheme without damage. Also, a library of typical damages of reinforced concrete columns and proposed design models was compiled. The calculations were performed by the finite element method in LIRA-SAPR.
Key words: defects / damage / finite element method / LIRA-SAPR / stresses / deformations / reinforced concrete frame / reinforced concrete column
© The Authors, published by EDP Sciences, 2024
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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