On the solution of static problems of medium thickness shells of revolution under nonsymmetric loading

1969 ◽  
Vol 5 (12) ◽  
pp. 1349-1351
Author(s):  
N. N. Kriukov
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

1988 ◽  
Vol 151 (2) ◽  
pp. 411-411 ◽  
Author(s):  
NC Munro ◽  
DC Currie ◽  
JC Cooke ◽  
IH Kerr ◽  
B Strickland ◽  
...  
Keyword(s):  

2020 ◽  
Vol 29 (4) ◽  
pp. 444-453
Author(s):  
Mykola Nagirniak

The work presents the equations of the theory of symmetrical plates, resting on one-way, single-layer, two-parameter Vlasov’s subsoil. Two cases of differential equation solution of the plate deflection of thin and medium thickness on the ground substrate were analyzed depending on the size of the integral characteristics UÖD and 6ÖD. The example of loading the circular plate with a Pk load evenly distributed over the edge was considered and shows dimensionless graphs of deflection, bending torques and transverse forces in the plate and in the ground subsoil. The effect of the Poisson’s coefficient of the plate on deflection values and cross-sectional forces was investigated. The Poisson’s number has been shown to have a significant influence on deflection values and bending torque, however shown negligible effect on transverse forces values.


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

2021 ◽  
Vol 1015 (1) ◽  
pp. 012018
Author(s):  
A N Leontiev ◽  
T N Gorbunova ◽  
M R Missurin

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