Bulletin of JSME
Online ISSN : 1881-1426
Print ISSN : 0021-3764
Strength of U-Shaped Bellows : 2nd Report, Case of Axial Loading-Continued
Minoru HAMADAShigeo TAKEZONO
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JOURNAL FREE ACCESS

1966 Volume 9 Issue 35 Pages 502-513

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Abstract

In the previous report, the radial displacements in the annular plate sections of the bellows were neglected and the deformations of the concave parts and those of the convex parts were assumed to be symmetric with respect to the middle line of the width of the annular plate. But in this second report, these assumptions are removed, and this problem is analyzed as exactly as possible. The results of the analysis are presented as the design charts instead of formulas. These charts are readily available for design considerations.

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© The Japan Society of Mechanical Engineers
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