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Finite Element Vibration Analysis of Laminated Composite Folded Plate Structures

机译:叠层复合板结构的有限元振动分析

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摘要

A nine-noded Lagrangian plate bending finite element that incorporates first-order transverse shear deformation and rotary inertia is used to predict the free and forced vibration response of laminated composite folded plate structures. A 6 × 6 transformation matrix is derived to transform the system element matrices before assembly. The usual five degrees-of-freedom per node is appended with an additional drilling degree of freedom in order to fit the transformation. The present finite element results show good agreement with the available semi-analytical solutions and finite element results. Parametric studies are conducted for free and forced vibration analysis for laminated folded plates, with reference to crank angle, fibre angle and stacking sequence. The natural frequencies and mode shapes, and forced vibration responses furnished here may serve as a benchmark for future investigations.
机译:掺入一流横向剪切变形和旋转惯性的九个点亮的拉格朗日板弯曲有限元件用于预测层压复合折叠板结构的自由和强制振动响应。导出6×6变换矩阵以在组装之前转换系统元素矩阵。每个节点的通常五个自由度都附加了额外的钻井自由度,以适应变换。目前有限元结果与可用的半分析解决方案和有限元结果表现出良好的一致性。参照曲柄角,纤维角和堆叠序列,为层压折叠板进行自由和强制振动分析进行参数化研究。这里提供的自然频率和模式形状和强制振动响应可以作为未来调查的基准。

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