Dynamic Problem of Axisymmetric Oscillations of Cylindrical Shells of Variable Thickness Under the Action Non – stationary Load

Authors

  • Yu. A. Meish National University of Life and Environmental Sciences of Ukraine image/svg+xml
  • N. V. Arnauta National University of Life and Environmental Sciences of Ukraine image/svg+xml

DOI:

https://doi.org/10.31548/dopovidi6(106).2023.025

Keywords:

cylindrical shells, change in thickness, theory of Tymoshenko-type shells, forced oscillations, numerical methods .

Abstract

Analyzing the publications in which the dynamic problems of cylindrical shells of non-uniform thickness under the action of various types of loading are considered, a conclusion can be drawn. that there are practically no works devoted to the dynamic behavior of heterogeneous cylindrical shells under non-stationary loads.  

In this work, the formulation of the dynamic problem of axisymmetric oscillations of a cylindrical shell of variable thickness under the action of non-stationary loading and the algorithm for solving the given problem are considered. In particular, the resulting system of differential equations is based on the theory of Tymoshenko-type shells, while constructing a numerical algorithm, the integro-interpolation method of constructing finite-difference schemes for spatial coordinates is used using Richardson approximations and an explicit difference scheme for time. An example of calculating the dynamic behavior of a variable thickness under non-stationary loading is considered and an analysis of numerous results is given.

Author Biographies

  • Yu. A. Meish, National University of Life and Environmental Sciences of Ukraine
    В.о. завідувача кафедри вищої та прикладної математики
  • N. V. Arnauta, National University of Life and Environmental Sciences of Ukraine
    Доцент кафедри вищої та прикладної математики

References

Meish V. F., Meish Yu. A., and Kornienko V. F. (2021). Dynamics of three-layer shells of different geometry with piecewise-homogeneous core under distributed loads. International Applied Mechanics. Vol. 57, №. 6,

Lugovoi P.Z., Meish V.F., Meish Yu.A., Orlenko S.P. (2020). Dynamic Design of Compound Shell Structures of Revolution under Nonstationary Loads. International Applied Mechanics. Vol 56, № 1.

Meysh V. F., Meish Y. A., Arnauta N.V. (2019) Numerical Analysis of Nonstationary Vibrations of Discretely Reinforced Multilayer Shells of Different Geometry .International Applied Mechanics. 2019. Vol. 55. - №4.

Arnauta, N., & Roman, R. (2018). Use of numerical high-exactly algorithms for modeling dynamic demeanour of disretely substantiated five-layered cylindrical shells. Biological Resources and Nature Management, 10(5-6), 217-222. doi:http://dx.doi.org/10.31548/bio2018.05.027

Samarsky A. A. (1977). Theory of difference schemes. 656.

Arnauta, N. (2021). A problem of non – linear deformation of five–layer conical shells with allowance for discrete ribs. Scientific reports of NULES of Ukraine, 6(94). http://dx.doi.org/10.31548/dopovidi2021.06.016

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Published

2023-12-20

Issue

Section

Machinery & Automation ofAgriculture 4.0