Elastic Buckling and Flexural Vibration of Variable-Thickness Annular Plates Under Nonuniform In-Plane Forces

O. Majima, K. Hayashi
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引用次数: 4

Abstract

This paper deals with elastic buckling and flexural vibration of annular plates whose thicknesses vary linearly in the radial direction. The annular plate is subjected to in-plane forces along its inner and outer edges, which vary in the circumferential direction. These problems are analyzed by the Galerkin method. Eigenfunctions of the natural vibration of a constant-thickness annular plate without in-plane forces are used as admissible functions. Two types of in-plane forces are adopted ; one a sinusoidally varying nonuniformity along the outer edge, and the other uniform along parts of the outer edge and zero on the remainder of the edge. The influences of the nonuniformity of the in-plane forces on the buckling load and natural frequencies are investigated. It is found that the increase of the nonuniformity decreases the buckling load and the fundamental natural frequency. This tendency becomes more evident when the thickness of the plate at the inner edge is thinner and the hole larger.
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变厚环形板在非均匀面内力作用下的弹性屈曲和弯曲振动
本文研究了厚度沿径向呈线性变化的环形板的弹性屈曲和弯曲振动问题。环形板受到沿其内外边缘的面内力,其沿周向变化。用伽辽金方法对这些问题进行了分析。采用无面内力的等厚环形板固有振动的特征函数作为容许函数。采用两种平面内力;一个沿外缘呈正弦变化的非均匀性,另一个沿外缘部分均匀,其余部分为零。研究了面内力的不均匀性对屈曲载荷和固有频率的影响。结果表明,非均匀性的增加降低了屈曲载荷和基本固有频率。当板的内缘厚度越薄,孔越大时,这种趋势就越明显。
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