Zobrazeno 1 - 10
of 14
pro vyhledávání: '"linear theory of elasticity"'
Autor:
J. J. Ismayilova
Publikováno v:
Advanced Engineering Research, Vol 23, Iss 2, Pp 113-120 (2023)
Introduction. Functionally graded materials are of great use, because heterogeneity of properties enables to control the strength and rigidity of structures. This has caused great interest in the topic in the world scientific literature. The construc
Externí odkaz:
https://doaj.org/article/7715dce2d5004f83b650b778ab497975
Autor:
V. A. Grachev, Yu. S. Nayshtut
Publikováno v:
Компьютерные исследования и моделирование, Vol 10, Iss 6, Pp 775-787 (2018)
The article covers several mathematical problems relating to elastic stability of thin shells in view of inconsistencies that have been recently identified between the experimental data and the predictions based on the shallow- shell theory. It is hi
Externí odkaz:
https://doaj.org/article/22d3ae01a3944c0c95b53fa30714c412
Autor:
V.V. Saurin, G.V. Kostin
Publikováno v:
Учёные записки Казанского университета. Серия Физико-математические науки, Vol 157, Iss 3, Pp 122-136 (2015)
Variational and projection statements of an initial-boundary value problem for the direct and inverse dynamics of elastic bodies are proposed. An optimal control problem of 3D linear elastic motions for rectilinear beams with the rectangular cross se
Externí odkaz:
https://doaj.org/article/a3c9b48c8af040cfa551e9ccddc0e0f3
Publikováno v:
Strength of Materials and Theory of Structures; No. 109 (2022); 287-300
Опір матеріалів і теорія споруд; № 109 (2022); 287-300
Опір матеріалів і теорія споруд; № 109 (2022); 287-300
An alternative to full-scale experiments is computer simulation, which allows studying a variety of states, phenomena, processes, etc. occurring in the environment. Conducting a computational experiment is an integral part of the design phase of new
Autor:
Yu. S. Nayshtut, V. A. Grachev
Publikováno v:
Компьютерные исследования и моделирование, Vol 10, Iss 6, Pp 775-787 (2018)
The article covers several mathematical problems relating to elastic stability of thin shells in view of inconsistencies that have been recently identified between the experimental data and the predictions based on the shallow- shell theory. It is hi
Autor:
Piotr Rapp
Publikováno v:
Civil and Environmental Engineering Reports, Vol 20, Iss 1, Pp 101-134 (2016)
The subject of the paper is related to problems with numerical errors in the finite difference method used to solve equations of the theory of elasticity describing 2- dimensional adhesive joints in the plane stress state. Adhesive joints are describ
Autor:
Dmitry Goryachkin, Sergey Trushin
Publikováno v:
Procedia Engineering. 153:781-784
In practice, the most common analysis methods of bending plates are the Kirchhoff model and the first-order shear model. In this paper analysis results of a freely supported bending plate of various thickness are given according to the Kirchhoff mode
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Autor:
Sadović, Enis, Folić, Radomir
Publikováno v:
Materijali i konstrukcije (2011) 54(1):41-61
The analysis of prestressed properties of prestressed concrete structures is useful in engineering, especially in the bridge design process. All constructions, including bridges, during their service life suffer damage due to weather degradation, suc
Akademický článek
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