51. Influence of wall-thickness variation on non-linear behaviour of U-shaped bellows—calculations by iteration method of integral equation and gradient method.
- Author
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Zhi-Wei Wang
- Subjects
- *
INTEGRAL equations , *FUNCTIONAL analysis , *OPERATIONAL calculus , *CONJUGATE gradient methods , *NUMERICAL solutions to equations - Abstract
In a previous paper (Wang, 1996) an integral equation method was given for the non-linear analysis of U-shaped bellows with uniform wall thickness. However, the wall thickness of a real U-shaped bellows varies along its profile. This paper is a continuation of the previous paper. A U-shaped bellows is still treated as a composite member consisting of circular ring shells and truncated shallow conical shells, but now the wall thickness of the truncated shallow conical shells varies with the radial co-ordinate. By using the Green function method, the non-linear integral equations of the circular ring shells and the truncated shallow conical shells are separately derived. They include four unknown parameters which are determined by junction conditions. The combined numerical procedure and corresponding program, in which the iteration method and the gradient method are respectively applied to solve the non-linear integral equations and to get approximate values of the four unknown parameters, are developed for the non-linear analysis of U-shaped bellows. Numerical results show that it is necessary to consider the wall-thickness variation; thus the decay rate of wall thickness should be taken as an important engineering parameter in the design of bellows. Copyright © 1999 John Wiley & Sons, Ltd. [ABSTRACT FROM AUTHOR]
- Published
- 1999
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