Influence of polymer aggregate reinforcement on the dynamics of three-layer cylindrical structure of elliptical cross-section

Authors

DOI:

https://doi.org/10.32347/2410-2547.2023.110.238-244

Keywords:

three-layer cylindrical shell, elliptical section, polymer aggregate, finite element model, impulse load, bearing layer

Abstract

The dynamic behavior of a three-layer cylindrical structure of normal elliptical cross-section with a discrete polymer filler under internal non-stationary loading was investigated. A finite element model of the structure was created and calculations of normal deflections  and normal stresses  of its bearing layers were performed using a software and calculation complex Fimap with NX Nastran. The values of deflections and stresses of the specified layers in the absence and presence of reinforcement of the polymer aggregate structure at the ratio of elasticity of the material of bearing layers and aggregate are given E1,2/Et=500.

Reinforcement of polymer aggregate with metal stiffening ribs significantly affects the dynamic behavior of the three-layer cylindrical structure. The presence of this factor synchronized the stress-strain layer of the bearing layers of the structure, reduced the values of normal deflections and stresses of the bearing layers of the cylindrical three-layer structure. The effectiveness of reinforcement of polymer aggregate is confirmed by other materials, which indicates the feasibility of the practical use of such a constructive measure.

Author Biographies

Viktor Gaidaichuk, Kyiv National University of Construction and Architecture

Doctor of Technical Sciences, Professor, Head of the Department of Theoretical Mechanics

Kostyantyn Kotenko, Kyiv National University of Construction and Architecture

Candidate of Technical Sciences, Associate Professor of the Department of Theoretical Mechanics

Maryna Lazareva, Kyiv National University of Construction and Architecture

candidate of technical sciences, senior lecturer of the department of resistance of materials

References

Lugovoi P.Z., Meish V.F., Meish Y.A. Dyinamika konstruktivno-neodnoridnyih obolonkovyih struktur (Dynamics of structurally inhomogeneous shell structures). -K.: «Vyidavnutsvo Lira-K», 2022.- 326 p.

Meish V.F., Meish Y.A. Dyinamichna povedinka tsyilindryichnyіh obolonok nekrugovogo pererizy pri nestationarnyih navantazhennyah (Dynamic behavior of cylindrical shells of non-circular cross-section under non-stationary loads). Dopov. Nats. akad. nauk Ukr. 2021. № 5. P. 33—38.

Lugovoi P.Z., Gaidaichuk V.V., Skosarenko Yu.V., Kotenko K.E. Stress–Strain State of Three-Layer Cylindrical Shells with Reinforced Light Core Under Nonstationary Loading "International Applied Mechanics", 2021, 57(4), P. 395–404.

Gaidaichuk V.V., Kotenko K.E., Snizhko N.A. Impact of engineering/technology factors and nonstationary loads on the stress - strain state of a three-layer cylindrical shell. – 2021. – Issue. 107. – Р. – 281-287.

Lugovoi P.Z., Gaidaichuk V.V., Orlenko S.P., Kotenko K.E. Dynamics of Sandwich Conical Shells with a Discretely Inhomogeneous Core Under Nonstationary Loading. "International Applied Mechanics", 2022, 58, P. 410–422.

Segerlind L. Primenenie metoda konechnyih elementov (Application of the finite element method). M.: Mir, 1979- 392 p.

Rychkov S.P. Modelirovanie konstruktsiy v srede Femap with NX Nastran (Structural modeling in Femap with NX Nastran).-M.: DMK Press, 2016.-784 p.

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Published

2023-06-26

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