E3S Web Conf.
Volume 281, 2021IV International Scientific Conference “Construction and Architecture: Theory and Practice of Innovative Development” (CATPID-2021 Part 1)
|Number of page(s)||7|
|Section||Structural Mechanics and Structural Theory, Civil and Industrial Construction|
|Published online||02 July 2021|
Stress-strain state of the short eccentrically compressed reinforced concrete columns with nonlinear creep
1 Don State Technical University, 344002, Rostov-on-Don, Russia
2 Russian State University of Tourism and Service, 141221, Moscow region, Cherkizovo, Russian Federation
3 Kuban State Agrarian University named after I.T. Trubulin, 350044, Krasnodar, Russia
4 Belgorod National Research University, 308015, Belgorod, Russia
* Corresponding author: firstname.lastname@example.org
The article presents the derivation of the resolving equations for calculating short eccentrically compressed reinforced concrete elements taking into account the creep of concrete. The case of symmetric reinforcement is considered. A viscoelastoplastic model of hereditary aging by A.G. Tamrazyan is used. Comparison of solutions based on linear and nonlinear creep theory is performed.
© The Authors, published by EDP Sciences, 2021
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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