Applied Mathematics and Mechanics (English Edition) ›› 2000, Vol. 21 ›› Issue (9): 977-986.

• 论文 •    下一篇

NONLINEAR STABILITY OF TRUNCATED SHALLOW CONICAL SANDWICH SHELL WITH VARIABLE THICKNESS

徐加初1, 王乘1, 刘人怀2   

  1. 1. Department of Mechanics, Huazhong University of Science and Technology, Wuhan 430074, P. R. China;
    2. Institute of Applied Mechanics, Jinan University, Guangzhou 510632, P. R. China
  • 收稿日期:1999-07-05 修回日期:2000-05-25 出版日期:2000-09-18 发布日期:2000-09-18

NONLINEAR STABILITY OF TRUNCATED SHALLOW CONICAL SANDWICH SHELL WITH VARIABLE THICKNESS

XU Jia-chu1, WANG Cheng1, LIU Ren-huai 2   

  1. 1. Department of Mechanics, Huazhong University of Science and Technology, Wuhan 430074, P. R. China;
    2. Institute of Applied Mechanics, Jinan University, Guangzhou 510632, P. R. China
  • Received:1999-07-05 Revised:2000-05-25 Online:2000-09-18 Published:2000-09-18

摘要: The theory of nonlinear stability for a truncated shallow conical shell with variable thickness under the action of uniform pressure was presented. The fundamental equations and boundary conditions were derived by means of calculus of variations. An analytic solution for the critical buckling pressure of the shell with a hyperbolically varying thickness is obtained by use of modified iteration method. The results of numerical calculations are presented in diagrams, which show the influence of geometrical and physical parameters on the buckling behavior.

Abstract: The theory of nonlinear stability for a truncated shallow conical shell with variable thickness under the action of uniform pressure was presented. The fundamental equations and boundary conditions were derived by means of calculus of variations. An analytic solution for the critical buckling pressure of the shell with a hyperbolically varying thickness is obtained by use of modified iteration method. The results of numerical calculations are presented in diagrams, which show the influence of geometrical and physical parameters on the buckling behavior.

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