Applied Mathematics and Mechanics (English Edition) ›› 1999, Vol. 20 ›› Issue (4): 426-432.

• 论文 • 上一篇    下一篇

TORSIONAL BUCKLING OF SPHERICAL SHELLS UNDER CIRCUMFERENTIAL SHEAR LOADS

张音翼   

  1. Institute of Engineering Mechanics, Nanchang University Nanchang 330029, P. R. China
  • 收稿日期:1997-11-17 修回日期:1998-09-22 出版日期:1999-04-18 发布日期:1999-04-18

TORSIONAL BUCKLING OF SPHERICAL SHELLS UNDER CIRCUMFERENTIAL SHEAR LOADS

Zhang Yinyi   

  1. Institute of Engineering Mechanics, Nanchang University Nanchang 330029, P. R. China
  • Received:1997-11-17 Revised:1998-09-22 Online:1999-04-18 Published:1999-04-18

摘要: 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.

关键词: spherical shell, buckling bifurcation equation, circumferential shear load, eigenvalue, buckling critical value

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.

Key words: spherical shell, buckling bifurcation equation, circumferential shear load, eigenvalue, buckling critical value

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