Zobrazeno 1 - 6
of 6
pro vyhledávání: '"Mikhail Sukhoterin"'
Publikováno v:
Инженерно-строительный журнал, Vol 82, Iss 6, Pp 81-94 (2018)
We study the natural oscillations of a rectangular plate, two adjacent edges of which are clamped, and the other two are free (CCFF-plate), as an element of many building structures. The deflection function is chosen as a sum of two hyperbolic trigon
Externí odkaz:
https://doaj.org/article/080f550d8a9e4ce38035bac7d29340d6
Publikováno v:
American Journal of Applied Sciences. 13:1442-1451
The purpose of this paper is to develop a numerical analytical method for an accurate solution to the problem on frequencies and mode shapes of a rectangular cantilever plate. The problem is reduced to an infinite system of linear algebraic equations
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e5e4a47d9558d8cdacd10018a36c9d4b
https://doi.org/10.3844/ajassp.2016.1442.1451
https://doi.org/10.3844/ajassp.2016.1442.1451
Publikováno v:
St. Petersburg Polytechnical University Journal: Physics and Mathematics. 2:247-255
The paper considers the method suggested by Papkovich for rectangular plates and its application for a cantilever plate bending under a uniform load. The required function of the bendings is chosen in the form of a sum of the corresponding beam funct
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::91d5693dabcd6eca1a5e4ab916c984ed
https://doi.org/10.1016/j.spjpm.2016.08.007
https://doi.org/10.1016/j.spjpm.2016.08.007
Publikováno v:
E3S Web of Conferences, Vol 244, p 04004 (2021)
The problem of cantilever plate stability has been little studied due to the difficulty of solving the corresponding boundary problem. The known approximate solutions mainly concern only the first critical load. In this paper, stability of an elastic
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::b741625080c47cce2dc519f972c62d59
https://doi.org/10.1051/e3sconf/202124404004
https://doi.org/10.1051/e3sconf/202124404004
Publikováno v:
MATEC Web of Conferences, Vol 193, p 02031 (2018)
This study calculates and analyzes torsion moments of a rectangular panel with clamped edges as an element of ship structures under the action of uniform pressure with allowance for transverse shear deformation and examines the contribution of the co
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::f5909d64029b92b9c2eb5a0acd876259
https://doaj.org/article/9a18ee66e1b24e33a9876785c4caa6b9
https://doaj.org/article/9a18ee66e1b24e33a9876785c4caa6b9
Publikováno v:
MATEC Web of Conferences, Vol 239, p 01022 (2018)
Shapes of a square Kirchhoff plate with a clamped edge are obtained and analyzed, before and after losing stability in the case of a compound bending (uniform transverse loading in combination with edge compressive loading), as well as equilibrium fo
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::0aa48a7c1c588f71e9ec381268799c13
https://doi.org/10.1051/matecconf/201823901022
https://doi.org/10.1051/matecconf/201823901022