Effect of transverse shear on the stability of an orthotropic cylindrical shell with an elastic core in axial compression

1975 ◽  
Vol 9 (2) ◽  
pp. 232-236
Author(s):  
V. L. Narusberg ◽  
R. B. Rikards
Keyword(s):  
Cylindrical Shell ◽  
Axial Compression ◽  
Transverse Shear ◽  
Orthotropic Cylindrical Shell ◽  
Elastic Core ◽  
The Stability

Investigating elastic stability of cylindrical shell with an elastic core under axial compression by energy method

2007 ◽  
Vol 21 (7) ◽  
pp. 983-996 ◽  
Author(s):  
A. Ghorbanpour Arani ◽  
S. Golabi ◽  
A. Loghman ◽  
H. Daneshi
Keyword(s):  
Cylindrical Shell ◽  
Axial Compression ◽  
Energy Method ◽  
Elastic Stability ◽  
Elastic Core

Stability of an orthotropic cylindrical shell under axial compression with not axially symmetric strains

1974 ◽  
Vol 10 (8) ◽  
pp. 888-891
Author(s):  
I. Yu. Babich ◽  
I. I. Chernushenko ◽  
N. A. Shmul'ga
Keyword(s):  
Cylindrical Shell ◽  
Axial Compression ◽  
Orthotropic Cylindrical Shell ◽  
Axially Symmetric

Buckling of 2D-FG Cylindrical Shells under Combined External Pressure and Axial Compression

2013 ◽  
Vol 5 (03) ◽  
pp. 391-406 ◽  
Author(s):  
R. Mohammadzadeh ◽  
M. M. Najafizadeh ◽  
M. Nejati
Keyword(s):  
Cylindrical Shell ◽  
Axial Compression ◽  
Cylindrical Shells ◽  
Axial Direction ◽  
External Pressure ◽  
Functionally Graded ◽  
Buckling Load ◽  
Critical Buckling Load ◽  
Classical Shell Theory ◽  
The Stability

AbstractThis paper presents the stability of two-dimensional functionally graded (2D-FG) cylindrical shells subjected to combined external pressure and axial compression loads, based on classical shell theory. The material properties of functionally graded cylindrical shell are graded in two directional (radial and axial) and determined by the rule of mixture. The Euler’s equation is employed to derive the stability equations, which are solved by GDQ method to obtain the critical mechanical buckling loads of the 2D-FG cylindrical shells. The effects of shell geometry, the mechanical properties distribution in radial and axial direction on the critical buckling load are studied and compared with a cylindrical shell made of 1D-FGM. The numerical results reveal that the 2D-FGM has a significant effect on the critical buckling load.

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