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JOURNALS // Izvestiya Vysshikh Uchebnykh Zavedenii. Matematika // Archive

Izv. Vyssh. Uchebn. Zaved. Mat., 2022 Number 10, Pages 86–94 (Mi ivm9823)

This article is cited in 2 papers

Brief communications

Forced and parametric vibrations of a composite plate caused by its resonant bending vibrations

V. N. Paimushinab, M. V. Makarovba, S. F. Chumakovac

a Kazan National Research Technical University named after A.N.Tupolev - KAI (KNRTU-KAI), 10 K. Marksa str., Kazan, 420111 Russia
b Kazan Federal University, 18 Kremlyovskaya str., Kazan, 420008 Russia
c State University of Land Use Planning, 15 Kazakova str., Moscow, 105064 Russia

Abstract: For a rod-strip based on the shear model of S.P. Timoshenko of the first order of accuracy, taking into account the transverse shear and compression in the thickness direction, the two-dimensional equations of the plane problem of the theory of elasticity, compiled in a simplified geometrically nonlinear quadratic approximation, are reduced to one-dimensional geometrically nonlinear equations of equilibrium and motion. Under static loading, the derived equations make it possible to reveal known flexural-shear buckling modes under compression conditions and purely transverse-shear buckling modes under flexural conditions. When considering stationary low-frequency dynamic processes of deformation, the derived equations in the linearized approximation are divided into two systems of equations, of which linear equations describe low-frequency flexural-shear vibrations, and linearized equations describe forced and parametric longitudinal-transverse (“breathing”) vibrations caused by flexural-shear vibrations.

Keywords: forced vibrations, parametric vibrations, composite plate, Timoshenko model, geometrically nonlinear equations of motion, flexural-shear vibrations, forced breathing vibrations.

UDC: 539.3: 534.1

Received: 22.09.2022
Revised: 22.09.2022
Accepted: 28.09.2022

DOI: 10.26907/0021-3446-2022-10-86-94


 English version:
Russian Mathematics (Izvestiya VUZ. Matematika), 2022, 66:10, 73–80


© Steklov Math. Inst. of RAS, 2024