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Non-axisymmetric buckling of elastic annular plates with a circular support

机译:具有圆形支撑的弹性环形板的非轴对称屈曲

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摘要

Elastic stability of annular plates under uniform forces applied at both edges is considered. If the circumferencial stresses are compressive and great enough non-axisymmetric buckling is observed. The buckling loads can be increased by applying a rigid circular support to the plate. The location of support for which the buckling load is maximal is regarded as optimal.
机译:考虑在两个边缘上施加均匀力的情况下环形板的弹性稳定性。如果周向应力是压缩应力,并且观察到足够大的非轴对称屈曲。可以通过在板上施加刚性的圆形支撑来增加屈曲载荷。屈曲载荷最大的支撑位置被认为是最佳的。

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