2020
DOI: 10.1088/1757-899x/869/5/052037
|View full text |Cite
|
Sign up to set email alerts
|

To the theory of bending and oscillations of three-layered plates with a compressible filler

Abstract: The paper is devoted to improving the theory of bending and vibrations of three-layer plates with transverse compressible filler and thin outer bearing layers. For the outer layers, the Kirchhoff-Love hypothesis is accepted and the motion of their points is described by the equations of the theory of thin plates relative to forces and moments. Unlikebearinglayers, a filler is considered as a three-dimensional body that does not obey any simplifying hypotheses. The equations of the bimoment theory of thick plat… Show more

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
5

Citation Types

0
5
0

Year Published

2020
2020
2023
2023

Publication Types

Select...
5
3

Relationship

2
6

Authors

Journals

citations
Cited by 15 publications
(5 citation statements)
references
References 6 publications
0
5
0
Order By: Relevance
“…x Along with this, the stress-strain state and dynamic behavior of various structures were studied in [31][32][33][34][35][36][37][38][39][40][41][42][43], taking into account the nonlinear, inelastic properties of the material and the features of their deformation.…”
Section: Introductionmentioning
confidence: 99%
“…x Along with this, the stress-strain state and dynamic behavior of various structures were studied in [31][32][33][34][35][36][37][38][39][40][41][42][43], taking into account the nonlinear, inelastic properties of the material and the features of their deformation.…”
Section: Introductionmentioning
confidence: 99%
“…The authors of this article have performed several works using the theory of thin plates [6][7][8] and the bimoment theory of thick plates [9][10][11][12][13][14]. Scientific articles [6][7][8] are devoted to improving the box-shaped model of the building structure, considering the contact conditions between the elements of the panel and beams.…”
Section: Introductionmentioning
confidence: 99%
“…Studies in [1,2] are devoted to the numerical solution of the problem of transverse and longitudinal vibrations of buildings and structures based on a plate model developed within the framework of the bimoment theory of plates. Using the developed model, the problems of transverse and longitudinal vibrations of buildings and structures were solved in [3,4] within the framework of the bimoment theory of plates.…”
Section: Introductionmentioning
confidence: 99%