Jul 2026· Sound & Vibration· 0 citations· 34 references
Abstract
Based on first-order shear deformation theory and the Rayleigh-Ritz method, this paper establishes the dynamic model for a cylindrical shell with various boundary conditions (fixed, simply supported, free or elastically supported etc.) by means of Chebyshev polynomials and the artificial boundary spring method. To validate the proposed approach, a comparative study is first conducted with existing literature, finite element simulations, and experimental modal tests. The results demonstrate that the method can accurately predict the natural frequencies and mode shapes of the shell. Subsequently, the method of multiple scales is introduced to perform a perturbation analysis of the nonlinear governing equations. Through polar coordinate transformations, the four-dimensional averaged equations of the system are derived. Finally, based on the averaged equations, the amplitude–frequency response characteristics are systematically analyzed, revealing typical nonlinear phenomena such as multi-valued solutions, jump instabilities, and softening–hardening spring behaviors. Furthermore, the Runge–Kutta algorithm is employed to obtain the bifurcation diagrams, phase portraits, Poincaré maps, and maximum Lyapunov exponents. The results indicate that the external excitation amplitude acts as the dominant parameter inducing bifurcations and chaos, whereas the detuning parameter exhibits a weakly sensitive local perturbation effect.
This study presents an analytical investigation into the nonlinear free vibrations of viscoelastic porous cylinders, accounting for the critical effects of geometrical nonlinearity. The nonlinear governing equations of motion are derived for an arbitrary porosity distribution using Hamilton’s principle, integrated with...
H. Eipakchi, Farid Mahboubi Nasrekani, Hossein Daemi· Archive of applied mechanics...· 0 citations
The U-shaped stiffened plates are widely used in construction, machinery, ships and other fields. It will inevitably lead to structural vibration problems due to its various loads in engineering applications. The aim of this study is to establish a semi-analytical model for evaluating the vibration characteristics of U...
Cong Gao, Hong-Fu Wang, Shao-Wen Zhu et al.· International Journal of Str...· 0 citations
A unified modeling framework is presented in this work to predict the free vibration and loss factor characteristics of damping sandwich rotational plates. The formulation starts from the first-order shear deformation theory, where the zigzag hypothesis and interlayer displacement continuity are combined to couple the...
Background/Aim: This study develops and verifies a finite-difference formulation for the linear buckling analysis of rectangular power-law functionally graded material (P-FGM) plates, based on first-order shear deformation theory (FSDT). The aim is to provide an accurate, computationally efficient numerical approach fo...
Khaled Benmahdi, Ali Meksi, Mohamed Sadoun et al.· Vojnotehnički Glasnik· 0 citations
In this paper, an exact analytical solution is presented to study the vibration of isotropic single-span and multi-span beams based on Levinson’s third-order shear deformation theory. The displacement field of the beam, which accounts for the variation of shear stress along the beam thickness, is defined. Based on Hami...
S. Abolghasemi· Noise & Vibration Worldw...· 0 citations
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