Dissipative properties of three-layered composite structures. 2. Solution method

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

Object and purpose of research. This paper discusses a three-layered plate made up by two rigid anisotropic layers and soft isotropic medium layer of viscoelastic polymer. Each of the two rigid layers is an anisotropic structure formed by a finite number of arbitrarily oriented orthotropic viscoelastic composite layers. The purpose of this work is to develop a numerical solution method for decaying vibration equations of three-layered unsupported rectangular plates. Materials and methods. The system of algebraic equations is constructed as per Ritz method using Legendre polyno-mials as coordinate functions. The first step is to find real solutions. To find complex natural frequencies of the system, their initial values are taken as real natural frequencies thus found, with subsequent calculation of complex frequencies as per the method of third-order iterations. Main results. This paper discusses the results of convergence analysis for a numerical solution of differential motion equations with respect to an unsupported rectangular three-layered plate with transversally isotropic rigid layers. The material for these rigid lay-ers is uni-directional carbon-reinforced plastic (CRP) with elastic dissipation properties, within the investigated range of frequencies and temperatures, independent on its vibration frequency. For the soft isotropic medium layer of viscoelastic polymer, temperature-frequency curve governing the real part of complex elasticity modulus and mechanical loss coefficient is taken into account. Validation of the mathematical model and the numerical solution method, the comparison of calculated and experimental natural frequencies and mechanical loss coefficients for the two variants of three-layered unsupported plate has demonstrated their good correlation. Conclusion. This paper suggests and validates the numerical solution method for decaying vibration equations of three-layered unsupported rectangular plate made up by two rigid monoclinic layers and soft isotropic medium layer of viscoelastic polymer.
三层复合材料结构的耗散特性。2.解决方法
研究对象和目的。本文讨论了由粘弹性聚合物两层刚性各向异性层和软各向同性介质层组成的三层板。两个刚性层中的每一个都是由有限数量的任意取向的正交各向异性粘弹性复合层形成的各向异性结构。本文的目的是建立一种三层无支承矩形板的衰减振动方程的数值解法。材料和方法。利用勒让德多项式作为坐标函数,按照里兹方法构造了代数方程组。第一步是找到真正的解决方案。为了求出系统的复固有频率,将其初值作为求出的实固有频率,然后按照三阶迭代的方法计算复频率。主要的结果。本文讨论了具有横向各向同性刚性层的无支承矩形三层板微分运动方程数值解的收敛性分析结果。这些刚性层的材料是单向碳增强塑料(CRP),在所研究的频率和温度范围内具有弹性耗散特性,与振动频率无关。对于粘弹性聚合物的软各向同性介质层,考虑了控制复弹性模量实部和力学损失系数的温度-频率曲线。对数学模型和数值求解方法进行了验证,并对两种三层无支板的计算固有频率和力学损失系数与实验结果进行了比较,结果表明它们具有良好的相关性。结论。提出并验证了由粘弹性聚合物刚性单斜层和软各向同性介质层组成的三层无支承矩形板的衰减振动方程的数值求解方法。
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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