具有非中心(或偏心)加强板带的复合板或板的固有频率突然下降现象

U. Yuceoglu, V. Özerciyes
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引用次数: 0

摘要

本研究考虑了由非中心(或偏心)加强板条加固的复合基板或板的自由弯曲振动。底板与加强板带为不同的正交各向异性板。它们由一层非常薄且灵活的粘合剂连接。根据正交各向异性板的“明林板理论”,得到了整个复合板系统的动力学方程。通过消去时间变量和一个空间变量,将复合材料板或板系统的控制偏微分方程组简化为一阶常微分方程组。用“改进的传递矩阵法”对单空间变量的一阶微分方程组进行积分。结果表明,在任何模态下,板或板体系的固有频率首先随着“弯曲交叉刚度比”的增大而逐渐增大。在此之后,对于该“比率”的某些值,每种模式的固有频率突然下降到较低的值,随后开始上升,尽管缓慢,无论支持条件如何。本文对这种不寻常的“突然下降现象”进行了详细的解释,并给出了与突然下降相对应的振型。“硬”和“软”粘接层对“现象”的影响也被展示。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Sudden Drop Phenomena in Natural Frequencies of Composite Plates or Panels With a Non-Central (or Eccentric) Stiffening Plate Strip
In this study the free bending vibrations of compsite base plates or panels reinforced by a non-central (or eccentric) stiffening plate strip are considered. The base plate and the stiffening plate strip are dissimilar orthotropic plates. They are connected by a very thin and flexible adhesive layer. The dynamic equations of the entire composite plate system are obtained from the “Mindlin Plate Theory” for orthotropic plates. The set of the governing partial differential equations of the composite plate or panel system are reduced to a set of first order ordinary differential equations by the elimination of the time variable and one of the space variables. This final system of the first order differential equations in one space variable is integrated by the “Modified Version of the Transfer Matrix Method”. It was shown that the natural frequencies, at any mode, of the plate or panel system gradually increase at first with the increasing “Bending Cross Stiffness Ratio”. After then, for certain values of this “Ratio”, the natural frequencies for each mode, suddenly drop to a lower value and subsequently start to go up, although slowly, regardless of the support conditions. This unusual “Sudden Drop Phenomena” is explained in detail and, also, the mode shapes corresponding to the sudden drop are presented. The effect of the “hard” and the “soft” adhesive layer on the “Phenomena” are also shown.
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