Simplified variant of calculation of the stability of cylindrical shells under axial compression

1999 ◽  
Vol 35 (11) ◽  
pp. 1152-1154
Author(s):  
V. F. Sivak
Keyword(s):  
Axial Compression ◽  
Cylindrical Shells ◽  
The Stability

Buckling of Circular Cylindrical Shells Using a Displacement Function

1974 ◽  
Vol 96 (4) ◽  
pp. 1322-1327
Author(s):  
Shun Cheng ◽  
C. K. Chang
Keyword(s):  
Boundary Conditions ◽  
Axial Compression ◽  
Cylindrical Shells ◽  
External Pressure ◽  
Displacement Function ◽  
Combined Loading ◽  
Trial Solution ◽  
Governing Differential Equation ◽  
Circular Cylindrical Shells ◽  
The Stability

The buckling problem of circular cylindrical shells under axial compression, external pressure, and torsion is investigated using a displacement function φ. A governing differential equation for the stability of thin cylindrical shells under combined loading of axial compression, external pressure, and torsion is derived. A method for the solutions of this equation is also presented. The advantage in using the present equation over the customary three differential equations for displacements is that only one trial solution is needed in solving the buckling problems as shown in the paper. Four possible combinations of boundary conditions for a simply supported edge are treated. The case of a cylinder under axial compression is carried out in detail. For two types of simple supported boundary conditions, SS1 and SS2, the minimum critical axial buckling stress is found to be 43.5 percent of the well-known classical value Eh/R3(1−ν2) against the 50 percent of the classical value presently known.

Experimental and theoretical study of the stability, in axial compression, of cylindrical shells reinforced with an elastic filler

1980 ◽  
Vol 16 (12) ◽  
pp. 1057-1060
Author(s):  
I. S. Malyutin ◽  
P. B. Pilipenko ◽  
V. P. Georgievskii ◽  
V. I. Smykov
Keyword(s):  
Axial Compression ◽  
Theoretical Study ◽  
Cylindrical Shells ◽  
Elastic Filler ◽  
The Stability

Buckling Strength of Tapered Cylindrical Shells under Partial Axial Compression: Effect of Circumferential Weld-Induced Imperfections

2010 ◽  
Vol 163-167 ◽  
pp. 49-54 ◽  
Author(s):  
Zhen Wang ◽  
Yang Zhao
Keyword(s):  
Residual Stresses ◽  
Axial Compression ◽  
Strain Field ◽  
Cylindrical Shells ◽  
Circumferential Welds ◽  
Buckling Strength ◽  
Stability Behavior ◽  
Field Approach ◽  
Compression Effect ◽  
The Stability

Buckling is often the main design consideration for thin cylindrical shells. For most load cases, the stability behavior of the shell is acutely sensitive to circumferential weld-induced imperfections, and the corresponding residual stresses are some beneficial to buckling strength of the shell generally. However, these conclusions are all based on the cylinders with constant wall thickness, and the studies about the effect of residual stresses on buckling strength of tapered cylindrical shells under partial axial compression are few. This paper applies trapezoidal strain field approach to simulate circumferential weld-induced imperfections on tapered cylindrical shellls, and studies the stability behavior of the cylinders with single circumferential weld and multiple circumferential welds under partial axial compression respectively. By comparing the results derived from the models with/without circumferential welds and corresponding residual stresses, the effects of weld depressions and residual stresses on tapered cylindrical shells under partial axial compression are obtained.

Effect of hardening of a material on the stability of cylindrical shells during axial compression

1979 ◽  
Vol 15 (9) ◽  
pp. 799-802
Author(s):  
L. V. Andreev ◽  
G. P. Bogatyr' ◽  
V. P. Dotsenko ◽  
L. T. Khmelovskii
Keyword(s):  
Axial Compression ◽  
Cylindrical Shells ◽  
The Stability

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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