Stability of elastic-plastic bodies under hydrostatic compression

1979 ◽  
Vol 15 (12) ◽  
pp. 1214-1217
Author(s):  
Zh. S. Akopyan ◽  
A. N. Guz' ◽  
A. V. Navoyan
1959 ◽  
Vol 26 (4) ◽  
pp. 553-560
Author(s):  
Burton Paul

Abstract This paper considers the influence of the beam-column effect on the carrying capacity of hydrostatically loaded elastic-plastic cylindrical shells. Specific problems considered include shells with clamped ends, simply supported ends, and a combination thereof. It is shown that in all cases considered there exist two characteristic modes of failure corresponding, respectively, to long and short shells where the terms “long” and “short” are unambiguously defined. Detailed results are presented graphically along with general conclusions useful for design purposes.


1996 ◽  
Vol 18 (4) ◽  
pp. 14-22
Author(s):  
Vu Khac Bay

Investigation of the elastic state of curve beam system had been considered in [3]. In this paper the elastic-plastic state of curve beam system in the form of cylindrical shell is analyzed by the elastic solution method. Numerical results of the problem and conclusion are given.


1983 ◽  
Author(s):  
H. ARMEN ◽  
A. LEVY ◽  
H. EIDINOFF

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