Issue |
E3S Web of Conf.
Volume 452, 2023
XV International Online Conference “Improving Farming Productivity and Agroecology – Ecosystem Restoration” (IPFA 2023)
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Article Number | 06006 | |
Number of page(s) | 6 | |
Section | Energy-Efficient Construction and Renovation | |
DOI | https://doi.org/10.1051/e3sconf/202345206006 | |
Published online | 30 November 2023 |
Analytical calculation of bending elements with basalt fiber and glass composite rod reinforcement under short-term dynamic loading
1 Tashkent university of Architecture and civil engineering, Navoi Str., 13, 100011 Tashkent, Uzbekistan
2 Fergana Polytechnic Institute, Street Ferghana, 86, 150100 Fergana, Uzbekistan
* Corresponding author: davlatshoh@inbox.ru
During the construction and operation of buildings and structures, in addition to static loads, short-term dynamic impacts may occur on building structures and their elements caused by explosions, accidents, etc. As a result, damage or destruction of structures may occur, which leads to possible loss of life and significant material losses. Taking into account the influence of such impacts on the load-bearing capacity of building structures is relevant. A significant number of works by domestic and foreign authors are devoted to methods for calculating bending reinforced concrete elements under static and short-term dynamic loading. In the overwhelming majority, bendable concrete elements with steel rod and/or fiber reinforcement are considered as the object of research. The issues of predicting and assessing the stress-strain state of bending concrete elements reinforced with glass-composite reinforcement and/or basalt fiber under short-term dynamic loading have not been sufficiently studied. The current building codes consider calculations of such elements only under the action of static loads.
© The Authors, published by EDP Sciences, 2023
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