Oval cylindrical shells under asymmetric bending: a singular-perturbation solution

Author(s):  
Ciprian D. Coman
2019 ◽  
Vol 20 (2) ◽  
pp. 174-182
Author(s):  
N. V. Pustovoi ◽  
◽  
A. N. Grishanov ◽  
А. D. Matveev ◽  
◽  
...  

1962 ◽  
Vol 29 (11) ◽  
pp. 1347-1357 ◽  
Author(s):  
WILLIAM P. VAFAKOS ◽  
FRANK ROMANO ◽  
JOSEPH KEMPNER

Author(s):  
Minghan Xu ◽  
Saad Akhtar ◽  
Mahmoud A. Alzoubi ◽  
Agus P. Sasmito

Abstract Mathematical modeling of phase change process in porous media can help ensure the efficient design and operation of thermal energy storage and pipe freezing. Numerical methods generally require high computational power to be applicable in practice. Therefore, it is of great interest to develop accurate and reliable analytical frameworks. This study proposes a singular perturbation solution for a two-phase Stefan problem that describes outward solidification in a finite annular space. The problem solves cylindrical heat conduction equations for both solid and liquid phases, with consideration of a moving boundary condition. Perturbation method takes the advantages of small Stefan number as the perturbation parameter, which intrinsically occurs in porous media. Furthermore, a boundary-fixing technique is used to remove nonlinearity in the moving boundary condition. Two different time scales are separately expanded and evaluated to facilitate the construction of a composite asymptotic solution. The analytical solution is verified against a general numerical model using enthalpy method and local volume-averaged thermal properties. The results indicate that the temperature profile of both phases can be well modeled by singular perturbation theory. The analytical solution is found to have similar conclusions to the numerical analysis with much lesser computational cost.


1968 ◽  
Vol 35 (1) ◽  
pp. 66-72 ◽  
Author(s):  
J. W. Hutchinson

Buckling and initial postbuckling behavior is determined for thin, elastic cylindrical shells of elliptical cross section. This study complements the buckling and advanced postbuckling calculations reported by Kempner and Chen on a similar class of shells. The initial postbuckling analysis indicates that, like compressed circular cylinders, the oval cylinders will be highly sensitive to small geometrical imperfections and may buckle at loads well below the predictions for the perfect shell. On the other hand, buckling will not necessarily result in complete collapse. A series of simple tests has been performed which provide qualitative verification of the major features of the theory.


1986 ◽  
Vol 53 (3) ◽  
pp. 675-680 ◽  
Author(s):  
David Hui ◽  
I. H. Y. Du

This paper examines the effects of axial geometric imperfections on the fundamental vibration frequencies of cross-ply simply-supported oval cylindrical shells. It is found that the presence of such imperfection with small amplitudes may significantly raise or lower the fundamental frequencies, depending on the wave numbers of the imperfection and vibration mode. The effects of oval eccentricity, bending-stretching coupling of the material, the reduced-Batdorf parameter and Young’s moduli ratio are examined. It appears that the present problem has not been examined, even in the simplified case of oval cylindrical shells made of isotropic-homogeneous material.


AIAA Journal ◽  
1976 ◽  
Vol 14 (9) ◽  
pp. 1235-1240 ◽  
Author(s):  
Y. N. Chen ◽  
Joseph Kempner

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