Strength of U-Shaped Bellows : 2nd Report, Case of Axial Loading-Continued
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概要
- 論文の詳細を見る
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.
- 一般社団法人日本機械学会の論文
著者
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HAMADA Minoru
Faculty of Engineering, Osaka University
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Takezono Shigeo
Faculty Of Engineering Gifu University
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Hamada Minoru
Faculty Of Engineering Osaka Univercity
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Hamada Minoru
Faculty O F Engineering Osaka University
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