On Design Formulas of U-Shaped Bellows

Author:

Hamada M.1,Tsuda T.2

Affiliation:

1. Tokushima College of Technology, 100 Rengedani, Inubushi, Itano, Tokushima 779-01, Japan

2. Production Engineering Research Laboratory, Canon Co. Ltd., Shimomaruko, Ota-ku, Tokyo 146, Japan

Abstract

The applicability of the following four design formulas of the single-ply unreinforced U-shaped bellows is examined: 1) Kellogg’s formula, 2) formula of EJMA, 3) formula by Hamada and Takezono, 4) formula by Hamada et al. Examination is carried out by comparing results of the design stress and the fatigue life estimated by these four formulas with each other and with experimental data.

Publisher

ASME International

Subject

Mechanical Engineering,Mechanics of Materials,Safety, Risk, Reliability and Quality

Reference16 articles.

1. Becht C. , 1986, “Predicting Bellows Response by Numerical and Theoretical Methods,” ASME JOURNAL OF PRESSURE VESSEL TECHNOLOGY, Vol. 108, p. 334334.

2. Becht, C. E., 1989, “Fatigue and Elevated Temperature Design of Bellows,” Metallic Bellows and Expansion Joints, ASME PVP-Vol. 168.

3. EJMA, 1980, Standards of the Expansion Joint Manufacturers Association, Inc., 5th Edition, White Plains, NY, p. 81.

4. Hamada M. , InoueY., and NakataniT., 1972, “Calculations on Strength of U-Shaped Bellows (in Japanese),” Pressure Engineering, Journal of High Pressure Institute of Japan, Vol. 10, No. 3, p. 27032703.

5. Hamada M. , InoueY., NakataniT., and MoriishiM., 1976, “Design Diagrams and Formulae for U-Shaped Bellows,” International Journal of Pressure Vessels and Piping, Vol. 4, No. 4, p. 315315.

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