Dynamic stability of a three-layer beam – Generalization of the sandwich structures theory

K. Magnucki, E. Magnucka-Blandzi
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Abstract

The work is devoted to the mathematical modeling of a three-layer beam. A generalization of the "broken-line" hypothesis describing the displacement field is proposed and used to analyze the problem of dynamic stability. Based on Hamilton's principle, equations of motion are obtained. Then this system of two differential equations is approximately solved. In this way, the fundamental natural frequency and two unstable regions are obtained.
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三层梁的动力稳定性——夹层结构理论的推广
本文致力于三层梁的数学建模。对描述位移场的“折线”假设进行了推广,并用于分析动力稳定性问题。根据哈密顿原理,得到了运动方程。然后,近似解出这个由两个微分方程组成的方程组。通过这种方法,得到了基本固有频率和两个不稳定区域。
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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