Vibration characteristics of built-up plate structures based on dynamic stiffness power flow approach

被引:0
|
作者
Zhong K.-K. [1 ]
Li J.-T. [2 ]
Wu W.-W. [1 ]
Li H. [1 ]
机构
[1] China Ship Scientific Research Center, Wuxi
[2] Marine Design & Research Institute of China, Shanghai
来源
关键词
Double bottom tank; Dynamic stiffness power flow approach; FEM; L-shaped plate;
D O I
10.3969/j.issn.1007-7294.2019.11.010
中图分类号
学科分类号
摘要
In this paper, the dynamic stiffness method is adopted to analyse the vibrational characteristics of plate structures, considering both in-plane and out-of-plane waves. Through the use of dynamic stiffness method, the displacement contour and frequency response of the L-shaped plate under uniform excitation are studied. This method is validated through comparing the results from DSM and those from FEM. Then, taking a double bottom tank as an example, the vibrational response and power flows are analyzed by dynamic stiffness power flow approach. The results show that dynamic power flow approach can clearly display the power flow information within complex structures and can easily give the dynamic stiffness matrix of complex structures, which is helpful to study the dynamic mechanism, vibration transmission and waveform conversion of complex plate structures. © 2019, Editorial Board of Journal of Ship Mechanics. All right reserved.
引用
收藏
页码:1360 / 1368
页数:8
相关论文
共 9 条
  • [1] Farag H., Pan J., On the free and forced vibration of single and coupled rectangular plates, J Acoust. Soc. Am, 104, pp. 204-216, (1998)
  • [2] Kessissoglou N.J., Power transmission in L-shaped plates including flexural and in-plane vibration, J Acoust. Soc. Am., 115, 3, pp. 1157-1169, (2004)
  • [3] Bercin A.N., Langley R.S., Application of the dynamic stiffness technique to the in-plane vibrations of plate structures, Computers and Structures, 59, 5, pp. 869-875, (1996)
  • [4] Boscolo M., Banerjee J.R., Dynamic stiffness method for exact inplane free vibration analysis of plates and plate assemblies, Journal of Sound and Vibration, 330, pp. 2928-2936, (2011)
  • [5] Casimir J.B., Kevorkian K., Vinh T., The dynamic stiffness matrix of two-dimensional elements: Application to Kirchhoff 's plate continuous elements, Journal of Sound and Vibration, 287, pp. 571-589, (2005)
  • [6] Nefovska-Danilovic M., Petronijevic M., In-plane free vibration and response analysis of isotropic rectangular plates using the dynamic stiffness method, Comput Struct, 152, pp. 82-95, (2015)
  • [7] Li H., Wu W., Yin X., Analysis of in-plane and bending vibrations of plates with two opposite sides simply supported based on dynamic stiffness matrix technique, Journal of Ship Mechanics, (2016)
  • [8] Thite A.N., Thompson D.J., The quantification of structure-borne transmission paths by inverse method Part 1: Improved singular value rejection methods, Journal of Sound and Vibration, 264, pp. 411-431, (2003)
  • [9] Feng G.P., Zhang Z.Y., Chen Y., Hua H.X., Research on transmission paths of a coupled beam-cylindrical shell system by power flow analysis, Journal of Mechanical Science and Technology, 23, pp. 2138-2148, (2009)