Shells of revolution of the spherical class with local loads at a pole

1973 ◽  
Vol 9 (6) ◽  
pp. 599-604 ◽  
Author(s):  
Ya. M. Grigorenko ◽  
G. K. Sudavtsova
2000 ◽  
Vol 36 (4) ◽  
pp. 518-525
Author(s):  
A. T. Vasilenko ◽  
Ya. M. Grigorenko ◽  
G. K. Sudavtsova

AIAA Journal ◽  
1999 ◽  
Vol 37 ◽  
pp. 496-504
Author(s):  
M. R. Eslami ◽  
M. Shakeri ◽  
A. R. Ohadi ◽  
B. Shiari

1996 ◽  
Author(s):  
Hans Irschik ◽  
Franz Ziegler ◽  
Hans Irschik ◽  
Franz Ziegler

1978 ◽  
Vol 14 (8) ◽  
pp. 820-825
Author(s):  
E. I. Bespalova ◽  
Ya. M. Grigorenko ◽  
A. B. Kitaigorodskii ◽  
A. I. Shinkar'

1992 ◽  
Vol 27 (2) ◽  
pp. 59-66 ◽  
Author(s):  
D Redekop ◽  
F Zhang

In this study the effect of local loads applied on a sectorial toroidal shell (pipe bend) is considered. A linear elastic shell theory solution for local loads is first outlined. The solution corresponds to the case of a shell simply supported at the two ends. Detailed displacement and stress results are then given for a specific shell with loadings centred at three positions; the crown circles, the extrados, and the intrados. These results are compared with results for a corresponding cylindrical shell. The paper concludes with a table summarizing results for characteristic displacements and stresses in a number of shells, covering a wide range of geometric parameters.


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