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Prediction of inter-laminar stresses in composite honeycomb sandwich panels under mechanical loading using Variational Asymptotic Method

机译:变分渐近法预测复合材料蜂窝夹芯板在机械载荷下的层间应力

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摘要

This work focuses on the formulation of an asymptotically correct theory for symmetric composite honeycomb sandwich plate structures. In these panels, transverse stresses tremendously influence design. The conventional 2-D finite elements cannot predict the thickness-wise distributions of transverse shear or normal stresses and 3-D displacements. Unfortunately, the use of the more accurate three-dimensional finite elements is computationally prohibitive. The development of the present theory is based on the Variational Asymptotic Method (VAM). Its unique features are the identification and utilization of additional small parameters associated with the anisotropy and non-homogeneity of composite sandwich plate structures. These parameters are ratios of smallness of the thickness of both facial layers to that of the core and smallness of 3-D stiffness coefficients of the core to that of the face sheets. Finally, anisotropy in the core and face sheets is addressed by the small parameters within the 3-D stiffness matrices. Numerical results are illustrated for several sample problems. The 3-D responses recovered using VAM-based model are obtained in a much more computationally efficient manner than, and are in agreement with, those of available 3-D elasticity solutions and 3-D FE solutions of MSC NASTRAN.
机译:这项工作的重点是为对称复合蜂窝夹芯板结构建立渐近正确的理论。在这些面板中,横向应力极大地影响了设计。常规的2-D有限元无法预测横向剪切或法向应力和3-D位移的厚度方向分布。不幸的是,使用更精确的三维有限元在计算上是禁止的。本理论的发展基于变分渐近方法(VAM)。它的独特功能是识别和利用与复合夹芯板结构的各向异性和非均匀性相关的其他小参数。这些参数是两个面层的厚度与芯的厚度的比与芯的3-D刚度系数与面板的厚度的比。最后,通过3-D刚度矩阵内的小参数解决了岩心和面板中的各向异性。数值结果说明了几个示例问题。使用基于VAM的模型恢复的3-D响应比MSC NASTRAN的可用3-D弹性解和3-D FE解具有更高的计算效率,并且与之相一致。

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