Issue |
E3S Web Conf.
Volume 274, 2021
2nd International Scientific Conference on Socio-Technical Construction and Civil Engineering (STCCE – 2021)
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Article Number | 03032 | |
Number of page(s) | 7 | |
Section | Building Constructions, Buildings and Structures | |
DOI | https://doi.org/10.1051/e3sconf/202127403032 | |
Published online | 18 June 2021 |
To the calculation of the toroidal shell with a local deepening on the external and on the inner surface
1 Institute of Mechanics and Engineering, FRC Kazan Scientific Center, Russian Academy of Sciences, 420111, Kazan, 2/31, Lobachevsky str., Russia
2 Kazan State University of Architecture and Engineering, 420043, Kazan, Zelenaya st., 1, Russia
Thin-walled toroidal shells are widely used in the construction During operation, various defects appear on the surface of the shells, in particular, local depressions on the outer and inner surfaces, causing stress concentration in the structure. A three-dimensional spline option of the finite element method was developed to determine the stress-strain state of a toroidal shell with a local deepening on the outer and inner surface. The numerical experiments were carried out. The regularities of the changes in a stress-strain state of the shell with the change in the geometric parameters of the deepening were noted.
Key words: fragment of a toroidal shell / local deepening / threedimensional finite elements / cubic splines / stress concentration
© The Authors, published by EDP Sciences, 2021
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