scholarly journals Analysis of the dynamics of thin isotropic cylindrical shell in asymptotic approach

2016 ◽  
Vol 40 (9-10) ◽  
pp. 5324-5334 ◽  
Author(s):  
A. Bhattacharyya ◽  
B. Mukhopadhyay
Keyword(s):  
Cylindrical Shell ◽  
Asymptotic Approach ◽  
Isotropic Cylindrical Shell

Damping of isotropic cylindrical shell vibrations

1977 ◽  
Vol 13 (9) ◽  
pp. 945-946 ◽  
Author(s):  
A. A. Bondarenko ◽  
A. I. Telalov
Keyword(s):  
Cylindrical Shell ◽  
Isotropic Cylindrical Shell

Buckling of Stiffened Curved Panels and Cylindrical Shells: A Study of Comparison Among Various Theories

2012 ◽  
Author(s):  
S. Harutyunyan ◽  
D. J. Hasanyan ◽  
R. B. Davis
Keyword(s):  
Cylindrical Shell ◽  
Circular Cylindrical Shell ◽  
Cylindrical Shells ◽  
Laminated Composite ◽  
Physical Parameters ◽  
Buckling Loads ◽  
Isotropic Cylindrical Shell ◽  
Analytical Formulas ◽  
Laminated Composite Shells ◽  
Curved Panels

Formulation is derived for buckling of the circular cylindrical shell with multiple orthotropic layers and eccentric stiffeners acting under axial compression, lateral pressure, and/or combinations thereof, based on Sanders-Koiter theory. Buckling loads of circular cylindrical laminated composite shells are obtained using Sanders-Koiter, Love, and Donnell shell theories. These theories are compared for the variations in the stiffened cylindrical shells. To further demonstrate the shell theories for buckling load, the following particular case has been discussed: Cross-Ply with N odd (symmetric) laminated orthotropic layers. For certain cases the analytical buckling loads formula is derived for the stiffened isotropic cylindrical shell, when the ratio of the principal lamina stiffness is F = E2/E1 = 1. Due to the variations in geometrical and physical parameters in theory, meaningful general results are complicated to present. Accordingly, specific numerical examples are given to illustrate application of the proposed theory and derived analytical formulas for the buckling loads. The results derived herein are then compared to similar published work.

VIBRO-ACOUSTIC RESPONSE OF A CIRCULAR ISOTROPIC CYLINDRICAL SHELL UNDER A THERMAL ENVIRONMENT

2011 ◽  
Vol 03 (03) ◽  
pp. 525-541 ◽  
Author(s):  
P. JEYARAJ ◽  
C. PADMANABHAN ◽  
N. GANESAN
Keyword(s):  
Cylindrical Shell ◽  
Thermal Environment ◽  
Power Level ◽  
Mode Shapes ◽  
Sound Power ◽  
Sudden Increase ◽  
Acoustic Response ◽  
Response Characteristics ◽  
Sound Power Level ◽  
Isotropic Cylindrical Shell

This paper presents numerical simulation studies on the vibration and acoustic response-characteristics of an isotropic cylindrical shell under a thermal environment using commercial softwares ANSYS and SYSNOISE. First, the critical buckling temperature is obtained, followed by modal and harmonic response analyses considering pre-stress due to the thermal field in the cylindrical shell, with the critical buckling temperature as a parameter. The vibration response predicted is then used to compute the sound radiation. It is found that there is a significant change in the vibration mode shapes and ring frequency towards the lowest natural frequency with an increase in temperature. There is a sudden increase in overall sound power level near the critical buckling temperature and significant changes in mode shapes with temperature does not affect the overall sound power level.

Asymptotic Evaluation of a Combined Stress-Intensity Factor for a Pressurized Cylindrical Shell Containing a Longitudinal Crack

1980 ◽  
Vol 47 (3) ◽  
pp. 583-585 ◽  
Author(s):  
J. W. Nicholson ◽  
M. R. Bradley ◽  
C. K. Carrington
Keyword(s):  
Stress Intensity Factor ◽  
Cylindrical Shell ◽  
Stress Intensity ◽  
Intensity Factor ◽  
Asymptotic Form ◽  
Longitudinal Crack ◽  
Asymptotic Formulas ◽  
Combined Stress ◽  
Isotropic Cylindrical Shell ◽  
Asymptotic Evaluation

Sanders’ path-independent energy-release-rate integral I for a cracked shallow shell is used to compute the asymptotic form of the combined stress-intensity factor for a pressurized elastically isotropic cylindrical shell containing a longitudinal crack. The combined stress-intensity factor is expressible in terms of the conventional stretching and bending stress-intensity factors and is a function of Poisson’s ratio v and a dimensionless crack length λ. When λ is small the shell is nearly flat and when λ is large the shell is very thin. Asymptotic formulas for I when λ is small or large are obtained. A numerical solution for λ = 0(1) is also obtained.

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