Journal of Power System Engineering (동력기계공학회지)

The Korean Society for Power System Engineering (한국동력기계공학회)
권호 표지
DOI QR코드

DOI QR Code

Dynamic Response Analysis of Cylindrical Shell with Axisymmetric Loading

축대칭 하중을 받는 원통형 셸의 동적응답 해석

  • Choi, Myung-Soo (Department of Maritime Police Science, Chonnam National University) ;
  • Yeo, Dong-Jun (Faculty of Marine Technology, Chonnam National University)
  • 최명수 (전남대학교 해양경찰학과) ;
  • 여동준 (전남대학교 해양기술학부)
  • Received : 2013.04.28
  • Accepted : 2013.08.27
  • Published : 2013.12.31
Download PDF
⟨ Previous Next ⟩

Abstract

It is very important to analyze the dynamic responses of the shell structures from the viewpoint of the design of shell structures with a variety of axisymmetric loadings. In this paper, the computational algorithm for the dynamic response analysis of an cylindrical shell with axisymmetric loading is formulated by the transfer mass coefficient method based on the transfer of mass coefficient. After the computational programs for obtaining the dynamic responses of cylindrical shells with axisymmetric loading are made by the transfer mass coefficient method and the finite element method, the computational results by both methods are compared. From the computational results, we can confirm that the transfer mass coefficient method has the effectiveness in the dynamic response analyses of cylindrical shells with a variety of axisymmetric loadings.

Keywords

References

  1. N. Hirami, K. Hirano and H. Yamakawa, 1986, "A Non-Linear Dynamic Response Analysis of Structures by the Incremental Transfer Matrix Method", Transactions of the Japan Society of Mechanical Engineers (Series C), Vol. 52, No. 484, pp. 3168-3174. https://doi.org/10.1299/kikaic.52.3168
  2. M. Ohga and T. Shigematsu, 1987, "Transient Analysis of Plates by a Combined Finite Element-Transfer Matrix Method", Computers and Structures, Vol. 26, No. 4, pp. 543-549. https://doi.org/10.1016/0045-7949(87)90002-2
  3. A. S. Kumar and T. S. Sankar, 1986, "A New Transfer Matrix Method for Response Analysis of Large Dynamic Systems", Computers and Structures, Vol. 23, No. 4, pp. 545-552. https://doi.org/10.1016/0045-7949(86)90097-0
  4. T. Inoue, A. Sueoka and T. Fusimoto, 1996, "Time Historical Response Analysis of Large-Scaled Structures", Transactions of the Japan Society of Mechanical Engineers (Series C), Vol. 62, No. 604, pp. 4558-4566. https://doi.org/10.1299/kikaic.62.4558
  5. M. S. Choi, D. J. Yeo, J. H. Byun, J. J. Suh and J. K. Yang, 2009, "Development of Dynamic Response Analysis Algorithm for Beam Structures Using Transfer of Mass Coefficient", Journal of Mechanical Science and Technology, Vol. 23, pp. 389-400. https://doi.org/10.1007/s12206-008-1226-7
  6. M. S. Choi and D. J. Yeo, 2012, "Stress Analysis of Axisymmetric Cylindrical Shell", Journal of the Korean Society for Power System Engineering, Vol. 16, No. 6, pp. 45-51. https://doi.org/10.9726/kspse.2012.16.6.045
  7. M. S. Choi and D. J. Yeo, 2013, "Free Vibration Analysis of Axisymmetric Cylindrical Shell by Sylvester-Transfer Stiffness Coefficient Method", Journal of the Korean Society for Power System Engineering, Vol. 17, No. 2, pp. 64-68. https://doi.org/10.9726/kspse.2013.17.2.046
  8. D. L. Logan, 1993, "A First Course in the Finite Element Method Using Algor", PWS, Boston, pp. 740-752.

Cited by

  1. Transient State Response Analysis of Two Dimensional Curved Beam using Transfer Mass Coefficient Method vol.23, pp.3, 2013, https://doi.org/10.9726/kspse.2019.23.3.075