Stability of shallow shells with local changes in strength characteristics
- Authors: Kolesnikov A.G.1, Osadchaya A.V.1
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Affiliations:
- South-West State University
- Issue: Vol 18, No 6 (2022): Scientific Legacy of Academician Vitaly Mikhailovich Bondarenko
- Pages: 515-524
- Section: Analysis and design of building structures
- URL: https://journals.rudn.ru/structural-mechanics/article/view/33547
- DOI: https://doi.org/10.22363/1815-5235-2022-18-6-515-524
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Abstract
The authors deal with the structures of buildings in the form of shallow shells with some damage. The derivation of equations is given taking into account the geometric nonlinearity of the work of a thin-walled structure. A technique for solving systems of equations using the Bubnov - Galyorkin method is given. The work of the structure with various ways of fixing the edges is simulated. Damage is specified by changing the modulus of elasticity in an arbitrary section of the structure. The influence of the shape and location of the defect on the value of the critical load is investigated. The results of the studies carried out are given in a dimensionless form and illustrated by graphs, which makes it convenient to use them in engineering calculations. Recommendations are given for correcting the shape and thickness of coating structures in the form of shallow shells in order to maintain their bearing capacity in the event of defects. The proposed method can be used to determine and investigate the stress-strain state of structures in the form of shallow shells, taking into account the geometric nonlinearity of work in the presence of defects in them. The constructed graphs of the dependence of the critical load on various parameters make it possible to evaluate the operation of structures, taking into account changes in various factors at various stages of the structure's operation. The use of varying characteristics of the reduction in the modulus of elasticity, which appears because of the occurrence of a defect, shows results that are close to real conditions.
Keywords
About the authors
Alexander G. Kolesnikov
South-West State University
Author for correspondence.
Email: ag-kolesnikov@mail.ru
ORCID iD: 0000-0001-7874-3646
Candidate of Technical Sciences, Associate Professor, Associate Professor of the Department of Unique Buildings and Structures
94 50 Let Oktyabrya St, Kursk, 305040, Russian FederationAntonina V. Osadchaya
South-West State University
Email: tonechka.84@mail.ru
ORCID iD: 0000-0002-0076-3695
master student, Department of Unique Buildings and Structures
94 50 Let Oktyabrya St, Kursk, 305040, Russian FederationReferences
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