4.7 Article

A semi analytical solution for free vibration analysis of combined spherical and cylindrical shells with non-uniform thickness based on Ritz method

期刊

THIN-WALLED STRUCTURES
卷 145, 期 -, 页码 -

出版社

ELSEVIER SCI LTD
DOI: 10.1016/j.tws.2019.106443

关键词

Energy method; Combined spherical and cylindrical shells; Non-uniform thickness; Unified Jacobi polynomials; Free vibration

资金

  1. National key Research and Development program [2016YFC0303406]
  2. Assembly Advanced Research Fund Of China [6140210020105]
  3. Fundamental Research Funds for the Central University [HEUCFD1515, HEUCFM170113]
  4. Naval pre-research project [51209052, 51709063]
  5. National Natural Science Foundation of China [51209052, 51709063]
  6. China Postdoctoral Science Foundation [2014M552661]

向作者/读者索取更多资源

The paper investigated the free vibration of combined spherical-cylindrical-spherical (CSCS) shell with non-uniform thickness based on Ritz method. The energy method and first-order shear deformation theory are adopted to derive the formulas. The displacement functions are improved on base of domain decomposition method, in which the unified Jacobi polynomials are introduced to represent the displacement functions component along axial direction. The displacement functions component along circumferential direction is still Fourier series. In addition, the spring stiffness method is formed to be a unified format to deal with general boundary conditions. Then the final solutions are obtained by using Ritz method. To prove the validity of this method, the results of the same condition are compared with those obtained by FEM, published literatures and experiment. In addition, some meaningful examples are provided to reveal the free vibration characteristics of stepped spherical-cylindrical-spherical shell. The results of this paper can be used as the reference data for future research in related field.

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