Buckling of annular orthotropic plates

Proceedings Third Russian-Korean International Symposium on Science and Technology. KORUS'99 (Cat. No.99EX362) Pub Date : 1999-06-22 DOI:10.1109/KORUS.1999.875945

N.V. Pustovoy, K. Matveev, D.V. Mohovnov

引用次数: 3

Abstract

Results of theoretical research of stability of annular orthotropic plates are submitted. Orthotropy of a material is supposed to be either rectangular or polar. Stretching or compressing loads are applied on an internal contour. Influence of the size of a plate on the value of the critical load and the buckling mode is investigated.

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环形正交各向异性板的屈曲

给出了环形正交各向异性板稳定性的理论研究结果。材料的正交异性要么是矩形的，要么是极性的。在内部轮廓上施加拉伸或压缩载荷。研究了板的尺寸对临界载荷值和屈曲模态的影响。

本文章由计算机程序翻译，如有差异，请以英文原文为准。

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来源期刊

Proceedings Third Russian-Korean International Symposium on Science and Technology. KORUS'99 (Cat. No.99EX362)

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