| Issue |
E3S Web of Conf.
Volume 550, 2024
The 16th International Scientific Conference of Civil and Environmental Engineering for the PhD. Students and Young Scientists – Young Scientist 2024 (YS24)
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|
|---|---|---|
| Article Number | 01025 | |
| Number of page(s) | 10 | |
| Section | Civil Engineering | |
| DOI | https://doi.org/10.1051/e3sconf/202455001025 | |
| Published online | 16 July 2024 | |
Analysis of the calculation and experimental method for determining the bearing capacity of stone structures
1 Odesa state academy of civil engineering and architecture, Department of Architecture structure, 4 Didrihson str., Odesa, Ukraine
2 Odesa state academy of civil engineering and architecture, Department of Reinforced concrete structures and transport facilities, 4 Didrihson str., Odesa, Ukraine
3 Kyiv national university of trade and economics, Vice-rector, 19 Kyoto str., Kyiv, Ukraine
4 Department of Concrete Structures and Bridges, Faculty of Civil Engineering, Slovak University of Technology in Bratislava, 81005 Radlinského 11, Bratislava, Slovakia
* Corresponding author: irene.grinyova@gmail.com
The article presents the results of an experimental study of the stress-strain state of damaged stone columns. It includes an overview of the general research methodology and methods for addressing specific tasks. Detailed descriptions are provided of the strength testing methods for individual elements of brickwork, including bricks and cement-sand mortar. The article also introduces the technology for manufacturing and testing the eccentric compression of stone columns of various cross-sections. A matrix of the conducted experiment is presented, which includes levels and varying factors such as the depth of damage to elements, eccentricity of load application, and angle of inclination of the damage front along one of the principal cross-sectional axes. The experiment's results reveal the most adverse factor affecting load-bearing capacity. Additionally, a calculation and analysis of the safety margin are performed based on the examination of the materials used, which are not considered in calculating the load-bearing capacity of the damaged stone 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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