Free vibrations of fluid-filled cylindrical shells on elastic foundations

被引:18
|
作者
Tj, HG [1 ]
Mikami, T [1 ]
Kanie, S [1 ]
Sato, M [1 ]
机构
[1] Hokkaido Univ, Grad Sch Engn, Div Engn & Policy Cold Reg Environm, Kita Ku, Sapporo, Hokkaido 0608628, Japan
关键词
free vibration; cylindrical shell; elastic foundation; fluid-filled; finite element method;
D O I
10.1016/j.tws.2005.07.005
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The free vibration characteristics of fluid-filled cylindrical shells on elastic foundations are presented by a semi-analytical finite element method. A shell is discretized into cylindrical finite elements where shell governing equations based shape functions in the longitudinal direction are used instead of the usual simple polynomials. Non-uniformities of the foundations in the circumferential and longitudinal directions are handled by the Fourier series and an element mesh Strategy, respectively. The fluid domain is described by the potential flow theory. The hydrodynamic pressure acting on shells is derived from the condition for dynamic coupling of the fluid-structure. The effect of fluid in a shell, shell geometries, and foundation parameters on the dynamic behavior of fluid-containing shells is investigated. Numerical results based on the present method converge more rapidly than those obtained by the simple polynomial formulation. The method is suitable for the problem considered due to its generality, simplicity, and potential for further development. (c) 2005 Elsevier Ltd. All rights reserved.
引用
收藏
页码:1746 / 1762
页数:17
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