Vibration behaviors of a box-type structure built up by plates and energy transmission through the structure

Abstract The vibration behaviors of a box-type built-up structure and energy transmission through the structure are investigated analytically. The modeling of the structure is developed by employing the improved Fourier series method and treating the structure as four elastically coupled rectangular plates. The general coupling and boundary conditions are accounted for using the artificial spring technique and can easily be obtained by assigning the springs with corresponding values. The exact double Fourier series solutions considering both the flexural and in-plane vibrations are obtained by using the Rayleigh–Ritz approach, which are validated by comparison with the Finite Element Method (FEM) results. Since the modification of any parameter in this analytical model from one case to another is as simple as modifying the material properties, and does not involve any change to the solution procedures, thus this will make a parametric study and further mechanism analysis easier compared to most existing procedures. Subsequently, special attention is focused on the energy transmission and mechanism of the box-type structure by structural intensity analysis. Numerical analyses cover several important parameters including symmetrical and non-symmetrical coupling conditions and the excitations, and three types of models, namely the rigidly, elastically and weakly coupled models are involved. The results of the power flow and structural intensity are presented to obtain a clear physical understanding of the physical mechanisms of energy transmission. It is shown that the energy transmission behaviors can be significantly influenced by the coupling conditions and location of the excitation as well as the excitation frequency. Some unexpected interesting phenomena on the energy transmission were revealed, especially for the non-symmetrical model, and the corresponding mechanisms were interpreted. This study provides new and interesting insights into the vibration behaviors and energy transmission of the class of built-up box-type structure.

[1]  W. G. Price,et al.  An investigation of power flow characteristics of L-shaped plates adopting a substructure approach , 2002 .

[2]  Nicole Kessissoglou,et al.  Power transmission in L-shaped plates including flexural and in-plane vibration , 2004 .

[3]  Ding Zhou,et al.  Natural frequencies of elastically restrained rectangular plates using a set of static beam functions in the Rayleigh-Ritz method , 1995 .

[4]  Arthur W. Leissa,et al.  Vibration of Plates , 2021, Solid Acoustic Waves and Vibration.

[5]  B. Mace,et al.  Energy flow models from finite element analysis , 2000 .

[6]  Nicole Kessissoglou,et al.  Effects of in-plane modes on the power flow characteristics in ship structures , 2002 .

[7]  D. J. Gorman Accurate Analytical-Type Solutions for the Free Vibration of Simply-Supported Parallelogram Plates , 1991 .

[8]  Jie Pan,et al.  On the Free and forced vibration of single and coupled rectangular plates , 1998 .

[9]  Jingtao Du,et al.  An exact series solution for the transverse vibration of rectangular plates with general elastic boundary supports , 2009 .

[10]  Jie Pan,et al.  Vibration characteristics of a box-type structure , 2009 .

[11]  J. M. Cuschieri,et al.  In-plane and out-of-plane waves' power transmission through an L-plate junction using the mobility power flow approach , 1996 .

[12]  Tian Ran Lin,et al.  Sound radiation characteristics of a box-type structure , 2009 .

[13]  B Venkatesham,et al.  Analytical prediction of break-out noise from a reactive rectangular plenum with four flexible walls. , 2010, The Journal of the Acoustical Society of America.

[14]  Robert J. Bernhard,et al.  Mechanical energy flow models of rods and beams , 1992 .

[15]  P.A.A. Laura,et al.  Transverse vibrations of rectangular plates with edges elastically restrained against translation and rotation , 1981 .

[16]  N. H. Farag,et al.  Dynamic response and power flow in two‐dimensional coupled beam structures under in‐plane loading , 1996 .

[17]  Jane L. Horner,et al.  Prediction of vibrational power transmission through bends and joints in beam-like structures , 1991 .

[18]  P.A.A. Laura,et al.  Transverse vibration of a rectangular plate elastically restrained against rotation along three edges and free on the fourth edge , 1978 .

[19]  J. M. Cuschieri,et al.  Structural power‐flow analysis using a mobility approach of an L‐shaped plate , 1990 .

[20]  D. J. Gorman Free-Vibration Analysis of Rectangular Plates With Clamped-Simply Supported Edge Conditions by the Method of Superposition , 1977 .

[21]  Jingtao Du,et al.  Free vibration of two elastically coupled rectangular plates with uniform elastic boundary restraints , 2011 .

[22]  S. L. Edney,et al.  Vibrations of rectangular plates with elastically restrained edges , 1984 .

[23]  W. L. Li Vibration analysis of rectangular plates with general elastic boundary supports , 2004 .

[24]  W. G. Price,et al.  POWER FLOW ANALYSIS OF INDETERMINATE ROD/BEAM SYSTEMS USING A SUBSTRUCTURE METHOD , 2002 .

[25]  G. B. Warburton,et al.  Vibration of Box-Type Structures: , 1967 .

[26]  G. Jin,et al.  An analytical method for the in-plane vibration analysis of rectangular plates with elastically restrained edges , 2007 .