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Dynamic characteristics of cylindrical hybrid panels containing viscoelastic layer based on layerwise mechanics

机译:基于分层力学的含粘弹性层圆柱混合板的动力特性

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摘要

The viscoelastic damping model of the cylindrical hybrid panels with co-cured, free and constrained layers has been developed and investigated by using the refined finite element method based on the layerwise shell theory. The transverse shear and normal strains and the curved geometry are exactly taken into account in the present layerwise shell model, which can depict the zig-zag in-plane and out-of-plane displacements. The damped natural frequencies, modal loss factors and frequency response functions of cylindrical viscoelastic hybrid panels are compared with those of the base composite panel without a viscoelastic layer. The difference in the free vibration and damping of the thin and thick composite laminates and the viscoelastic sandwiched beam between full and partial layerwise theories is verified by comparison with the published results. Various damping characteristics of cylindrical hybrid panels with free viscoelastic layer, constrained layer damping, and co-cured sandwich laminates are investigated. Present results show that the full layerwise damping model accurately predicted the vibration and damping of the cylindrical hybrid panels with viscoelastic layers.
机译:通过基于层壳理论的改进有限元方法,开发并研究了具有共固化,自由和受约束层的圆柱混合板的粘弹性阻尼模型。在当前的分层壳模型中,正好考虑了横向剪切力和法向应变以及弯曲的几何形状,该模型可以描述锯齿形平面内和平面外的位移。将圆柱形粘弹性混合板的阻尼固有频率,模态损耗因子和频率响应函数与没有粘弹性层的基础复合板进行了比较。通过与已发表的结果进行比较,验证了薄层和厚层合层压板的自由振动和阻尼以及粘弹性夹层梁在完全和部分分层理论之间的差异。研究了具有自由粘弹性层,约束层阻尼和共固化夹层板的圆柱形混合板的各种阻尼特性。目前的结果表明,全层阻尼模型可以准确地预测具有粘弹性层的圆柱形混合板的振动和阻尼。

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