Dissipative properties of three-layered composite structures. 3. Objects of study

B. Yartsev, V. Ryabov, L. Parshina
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Abstract

Object and purpose of research. The object of research is a sandwich plate formed by two rigid anisotropic layers and a soft isotropic layer of viscoelastic polymer in the middle. Each rigid layer is an anisotropic structure formed by a finite number of arbitrary oriented orthotropic viscoelastic layers of composites. The purpose of work is to choose the objects of research demonstrating main features of parameters of natural decaying oscillation of sandwich plates. Materials and methods. Qualitative analysis of differential equations describing decaying oscillations of anisotropic plates of various compositions and reinforcement structures. Main results. The main objects of research are two special reinforcement structures of rigid layers made up of unidirectional CFRP layers: symmetric and asymmetric structures. The symmetric reinforcement structure of rigid layers is formed by an assembly of unidirectional CFRP layers with the same orientation relative to the global axes of these layers. In the asymmetric structures the unidirectional CFRP layers are oriented in the opposite directions with respect to the global axes of the rigid layers. Results of numerical modeling of quasi-homogeneous monocline plate dynamic response are given. It is shown that coupled oscillations of the symmetric sandwich plate are described by two systems of differential equations similar to the equation systems that describe decaying oscillations of quasi-homogeneous monocline plate. While the coupled oscillations of the asymmetric sandwich plate are described by two systems of differential equations coinciding with the systems of differential equations describing decaying oscillations of globally orthotropic sandwich plate. Conclusion. Further to this paper, discussion of numerical experiments on chosen objects of research will be given.
三层复合材料结构的耗散特性。3.研究对象
研究对象和目的。研究对象是由两层刚性各向异性层和中间粘弹性聚合物软各向同性层组成的夹层板。每一刚性层是由有限数量的任意取向正交各向异性粘弹性层构成的各向异性结构。工作的目的是选择能体现夹层板自然衰减振荡参数主要特征的研究对象。材料和方法。描述各向异性不同成分板和配筋结构的衰减振荡的微分方程的定性分析。主要的结果。主要研究对象是由单向碳纤维布层构成的刚性层的两种特殊加固结构:对称结构和非对称结构。刚性层的对称加固结构是由相对于这些层的全局轴方向相同的单向CFRP层组合而成的。在非对称结构中,单向CFRP层相对于刚性层的整体轴线方向相反。给出了拟均匀单斜板动力响应的数值模拟结果。结果表明,对称夹层板的耦合振荡可以用两组微分方程组来描述,这两组微分方程组类似于描述准均匀单斜板衰减振荡的方程组。而非对称夹层板的耦合振荡用两套微分方程组来描述,这两套微分方程组与描述全局正交各向异性夹层板衰减振荡的微分方程组重合。结论。在本文的基础上,对选定的研究对象进行数值实验的讨论。
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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