| Issue |
E3S Web Conf.
Volume 280, 2021
Second International Conference on Sustainable Futures: Environmental, Technological, Social and Economic Matters (ICSF 2021)
|
|
|---|---|---|
| Article Number | 03006 | |
| Number of page(s) | 7 | |
| Section | Sustainable Building and Architecture | |
| DOI | https://doi.org/10.1051/e3sconf/202128003006 | |
| Published online | 30 June 2021 | |
Features of structures and calculation of steel spiral-fold silos
1 National University “Yuri Kondratyuk Poltava Polytechnic”, Educational and scientific institute of architecture and construction, Department of metal, wood and plastic structures, 24 Pershotravnevyj Ave., Poltava, 36011, Ukraine
2 Azerbaijan University of Architecture and Construction, Department of building structures, 11 Ayna Sultanova, Bakı, Azerbaijan
3 Bialystok University of Technology, Department of geotechnic and mechanic structures, 45A Wiejska Str., 15-351 Bialystok, Poland
* Corresponding author: pichugin.sf@gmail.com
The advantages of metal silos in comparison with reinforced concrete are given. Types of silos depending on a wall design are considered. The construction of steel spiral-fold silos and the method of forming a cylindrical body are considered. The general design of a spiral-fold silo is illustrated. Features of the folding lock, its geometry and location are described. The specifics of the construction of spiral-fold silo, which affects their stress-strain state, are analyzed. Listed two calculation schemes of silо depending on the complexity of input information for the computer. The standard documents which regulates the design of steel silo tanks on the territory of Ukraine are analyzed. The main loads and influences which are accepted at calculation of silos are listed. The basic formula of check of the general durability of a wall of a silo is resulted, the components of the formula are decrypted. The algorithm for calculating the spiral-folded silage is given.
© 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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