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THE SINGULAR PERTURBATION METHOD APPLIED TO THE NONLINEAR STABILITY PROBLEM OF A SHALLOW SPHERICAL SHELL(Ⅱ)
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作者 康盛亮 《Applied Mathematics and Mechanics(English Edition)》 SCIE EI 1990年第3期285-291,共7页
In this paper we consider the nonlinear stability of a thin elastic circular shallow spherical shell under the action of uniform normal pressure with a clamped edge. When the geometrical parameter k is large, the unif... In this paper we consider the nonlinear stability of a thin elastic circular shallow spherical shell under the action of uniform normal pressure with a clamped edge. When the geometrical parameter k is large, the uniformly valid asymptotic solutions are obtained by means of the singular perturbation method. In addition, we give the analytic formula for determining the centre deflection and the critical load, and the stability curve is also derived. This paper is a continuation of the author's previous paper[11] 展开更多
关键词 THE SINGULAR PERTURBATION METHOD applied TO THE NONLINEAR STABILITY PROBLEM OF A SHALLOW SPHERICAL SHELL
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