关于U形波纹管设计公式的研究
摘要
本文对下述4种单层无加强U形波纹管设计公式的适用性进行了研究:1)Kellogg公式,2)EJMA公式,3)Hamade和Takezono提出的公式,4)Hamada等人提出的公式.通过将4个公式计算所得的设计应力值和预期疲劳寿命值相互间进行比较,以及与实验值的比较,从而展开这项工作.
出处
《压力容器》
2004年第z1期234-239,共6页
Pressure Vessel Technology
参考文献16
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1[1]Becht, C., 1986, Predicting Bellows Rosponse by Numerical and Theoretical Methods, ASME. Journal of Pressure Vessol Technoloy, Vol. 108, p. 334.
-
2[2]Becht, C. E., 1989, Fatigue and Elevated Temperature Design of Bellows. Metallic Bellows and ExpansionJoints. ASME PVP - Vol.168.
-
3[3]EJMA, 1980,Standards of the Expansi on Joint Manufacturers Association,Inc. ,5th Edition,WhitePlains,NY,p.81.
-
4[4]Hamada, M., Inoue, Y., and Nakataini, T., 1972, Calculations on Strength of U - Shanod Bellows (inJapanese), Pressure Engineering,Journal of High Pressure Institute of Japan, Vol. 10,No.4,p.315.
-
5[5]Hamada,M. ,Inoue, Y. ,Nakataini,T. ,and Moriishi,M., 1976,Design Diagrams and Formulae forU- Shaped Bellows, International Journal of Pressure Vessels and Piping,Vol.4,No.4,p.315.
-
6[6]Hamada, M., and Mortia, Y., 1965, On the Numerical Solutions of the Naghdi' s Equations for theAxially Symmetric Shell, Bulletin JSME, Vol. 8, No. 32, p. 532.
-
7[7]Hamada,M. ,and Takezono,S., 1965,Strength of U- Shaped Bellows (1st Roport,Case of Axial Loading), Bulletin JSME, Vol.8,No.32, p.525.
-
8[8]Hamada,M. ,and Takezono,S. ,1966a,Strength of U- Shaped Bellows (2nd Report,Case or AxialLoading- Continued),Bulletin JSME:, Vol. 9, No. 35, p. 502.
-
9[9]Hamada, M. ,and Takezono,S., 1966b,Strength of U- Shaped Bellows (3rd Report,Case of Loadingof Internal Pressure) ,Bullet.JSME, Vol. 9, No. 35, p. 513.
-
10[10]Hamada, M., and Takezono, S., 1967, Strength of U- Shaped Bellows (Sth Report, Fatigue Strengthunder Axial Loading), Bullet JSME, Vol. 10, No. 40, p. 611.
