Modeling of elastoplastic buckling of a cylindrical shell with initial shape imperfections and elastic filler under external pressure

2020 ◽  
Author(s):  
Valentin G. Bazhenov ◽  
Elena V. Nagornykh ◽  
Daria A. Samsonova
Keyword(s):  
Cylindrical Shell ◽  
External Pressure ◽  
Initial Shape ◽  
Elastic Filler

A cylindrical shell with an elastic filler taking account of friction forces

1974 ◽  
Vol 8 (5) ◽  
pp. 628-630
Author(s):  
B. L. Pelekh ◽  
I. D. Cherepyuk
Keyword(s):  
Cylindrical Shell ◽  
Friction Forces ◽  
Elastic Filler

Dynamic Stability of a Cylindrical Shell under Alternating Axial External Pressure

2017 ◽  
Vol 60 (4) ◽  
pp. 508-513 ◽  
Author(s):  
V. N. Bakulin ◽  
E. N. Volkov ◽  
A. I. Simonov
Keyword(s):  
Cylindrical Shell ◽  
Dynamic Stability ◽  
External Pressure

Limit Analysis for Combined Edge and Pressure Loading on a Cylindrical Shell

1971 ◽  
Vol 93 (4) ◽  
pp. 998-1006
Author(s):  
H. S. Ho ◽  
D. P. Updike
Keyword(s):  
Cylindrical Shell ◽  
Velocity Field ◽  
Axial Force ◽  
Shear Force ◽  
Circular Cylindrical Shell ◽  
Yield Condition ◽  
External Pressure ◽  
Tresca Yield Condition ◽  
Stress States ◽  
Range Of Values

Equations describing the stress field and velocity field occurring in a circular cylindrical shell at plastic collapse are derived corresponding to stress states lying on each face of a yield surface for a uniform shell of material obeying the Tresca yield condition. They are then applied to the case of a shell under combined axisymmetric loadings (moment, shear force, and axial force) at one end and uniform internal or external pressure on the lateral surface. For a sufficiently long shell, complete solutions are obtained for a fixed far end, and for a certain range of values of axial force and pressure, they are obtained for a free far end. All the solutions are represented by either closed form or by quadratures. It is shown that in many cases the radial velocity field is proportional to the shear force.

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