TECHNICAL NOTES
Oct 1, 2006

Axisymmetric Nonlinear Stability of a Shallow Conical Shell with a Spherical Cap of Arbitrary Variable Shell Thickness

Publication: Journal of Engineering Mechanics
Volume 132, Issue 10

Abstract

The axisymmetric nonlinear stability of a shallow conical shell with a spherical cap was studied using the point collocation method with the cubic B-spline function as a trial function. Formulas were set up to consider arbitrary variable shell thickness and different boundary and loading conditions. A FORTRAN program was written to determine the critical loads and trace the stable parts of the equilibrium paths of the shell by method of gradually applied load. The upper and lower critical loads obtained in this technical note for some specific cases with constant shell thickness are of very good accuracy and agree very well with known solutions and finite-element method results. The method was then expanded successfully to arbitrary variable shell thickness and different boundary and loading conditions.

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References

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Information & Authors

Information

Published In

Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 132Issue 10October 2006
Pages: 1146 - 1149

History

Received: Jun 2, 2004
Accepted: Jan 18, 2006
Published online: Oct 1, 2006
Published in print: Oct 2006

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Notes

Note. Associate Editor: Hayden A. Rasheed

Authors

Affiliations

Chao-Sheng Hou
Associate Professor, Dept. of Civil Engineering, Tianjin Univ., Tianjin, 300072, China.
Yue Yin
Associate Professor, Dept. of Civil Engineering, Tianjin Univ., Tianjin, 300072, China (corresponding author). E-mail: [email protected]
Cheng-Bo Wang
Associate Professor, Dept. of Civil Engineering, Tianjin Univ., Tianjin, 300072, China.

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