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Dynamics of delaminated smart composite cross-ply beams

机译:分层智能复合材料多层板梁的动力学

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A refined higher order theory-based finite element model is presented for modeling the dynamic response of delaminated smart composite cross-ply beams. The refined displacement field accurately accounts for transverse shear deformations through the thickness, and all traction-free boundary conditions are satisfied at all free surfaces including delamination interfaces. The developed theory provides an accurate, computationally efficient analysis tool for the study of smart composite cross-ply beams with piezoelectric sensing and actuation in the presence of delamination. The theory is implemented using the finite element method to allow the incorporation of practical geometries, boundary conditions and the presence of discrete piezoelectric transducers. A new formulation is presented to include nonlinear induced strain effects. Vibration control is accomplished by piezoelectric layers incorporated in the composite beam. The resulting finite element model is shown to agree well with published experimental data, and the results show significant improvements compared to existing analytical solutions. Numerical results presented in the paper indicate changes in natural frequencies, mode shapes and dynamic responses due to delaminations.
机译:提出了一种改进的基于高阶理论的有限元模型,用于对分层的智能复合交叉层梁的动力响应进行建模。精确的位移场精确地解释了整个厚度上的横向剪切变形,并且在包括分层界面在内的所有自由表面上满足了所有无牵引边界条件。发达的理论为在分层的情况下研究具有压电感应和驱动的智能复合材料多层横梁提供了准确,计算效率高的分析工具。该理论是使用有限元方法实现的,以允许合并实际的几何形状,边界条件以及分立的压电换能器。提出了包括非线性感应应变效应的新公式。振动控制是通过结合在复合梁中的压电层来完成的。结果表明,所得的有限元模型与已发布的实验数据非常吻合,并且与现有的分析解决方案相比,结果显示出明显的改进。本文中给出的数值结果表明由于分层而导致的固有频率,振型和动态响应的变化。

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