Torsional Buckling of Spherical Shells Under Circumferential Shear Loads

Zhang Yinyi

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Zhang Yinyi. Torsional Buckling of Spherical Shells Under Circumferential Shear Loads[J]. Applied Mathematics and Mechanics, 1999, 20(4): 405-410.

Citation:

Zhang Yinyi. Torsional Buckling of Spherical Shells Under Circumferential Shear Loads[J]. Applied Mathematics and Mechanics, 1999, 20(4): 405-410.

Citation:

Zhang Yinyi. Torsional Buckling of Spherical Shells Under Circumferential Shear Loads[J]. Applied Mathematics and Mechanics, 1999, 20(4): 405-410.

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Torsional Buckling of Spherical Shells Under Circumferential Shear Loads

Zhang Yinyi

Institute of Engineering Mechanics, Nanchang University, Nanchang 330029, P R China

Received Date: 1997-11-17
Rev Recd Date: 1998-09-22
Publish Date: 1999-04-15

Abstract

Abstract

By the aid of differential geometry analysis on the initial buckling of shell element,a set of new and exact buckling bifurcation equations of the spherical shells is derived.Making use of Galerkin variational method,the general stability of the hinged spherical shells with the circumferential shear loads is studied.Constructing the buckling mode close to the bifurcation point deformations,the critical eigenvalues,critical load intensities and critical stresses of torsional buckling ranging from the shallow shells to the hemispherical shell are obtained for the first time.
- spherical shell,
- buckling bifurcation equation,
- circumferential shear load,
- eigenvalue,
- buckling critical value

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References(15)

References

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