On the Buckling and Initial Postbuckling Behavior of Shallow Spherical and Conical Sandwich Shells

Author:

Akkas N.1

Affiliation:

1. Department of Civil Engineering, Clemson University, Clemson, S. C.

Abstract

The boundary-value problems associated with the axisymmetrical, asymmetrical, and initial postbuckling behavior of the clamped shallow conical sandwich shell under a uniform pressure are developed for face sheets of the same material and equal thicknesses. The numerical results presented show that the buckling and initial postbuckling behavior of the sandwich cap is similar to that of the conical homogeneous cap. The effects of the thickness and material parameters on the axisymmetric snap-through buckling behavior of the clamped shallow spherical and conical sandwich shells are also studied. For one material parameter considered the axisymmetric buckling behavior of the sandwich shells is similar to that of the corresponding homogeneous shells; so it is suggested that, without any further analysis, the asymmetric buckling and the initial postbuckling behavior of the sandwich cap can be obtained by conjecture. For the other material parameters considered, the axisymmetric buckling behavior of the sandwich caps is different from the axisymmetric buckling behavior of the corresponding homogeneous caps.

Publisher

ASME International

Subject

Mechanical Engineering,Mechanics of Materials,Condensed Matter Physics

Cited by 4 articles. 订阅此论文施引文献 订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献

1. Snap-Through Buckling Analyses of Composite Shallow Spherical Shells;Mechanics of Advanced Materials and Structures;1999-10-01

2. Nonaxisymmetric buckling of orthotropic spherical shells;Mechanics of Composite Materials;1981

3. Static and dynamic buckling analyses of spherical sandwich caps;International Journal of Mechanical Sciences;1974-07

4. Classical and nonlinear buckling analyses of spherical sandwich shells;International Journal of Solids and Structures;1972-12

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