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Use of unsymmetric finite element method in impact analysis of composite laminates

机译:非对称有限元法在复合材料层板冲击分析中的应用

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The use of metric trial functions to represent the real stress field in what is called the unsymmetric finite element formulation proposed recently is an effective way to improve predictions from distorted finite elements. This approach works surprisingly well because the use of parametric functions for the test functions satisfies the continuity conditions while the use of metric (Cartesian) shape functions for the trial functions ensures that the stress representation during finite element computation can retrieve in a best-fit manner, the actual variation in stress in the metric space. However the formulation so far has only been applied to static problems in literature and a dynamic problem of composite structure has not been addressed. In this paper, the impact response in composite laminate subjected to transverse impact by a metallic impactor is investigated using three-dimensional layered twenty-noded hexahedral unsymmetric finite element formulation. Some example problems of graphite/epoxy laminate (plate as well as cylindrical shell) are considered and impact-induced response is analysed using the above formulation. The performance comparison of this unsymmetric element is made vis-a-vis conventional symmetric 8-noded and 20-noded hexahedral finite elements.
机译:在最近提出的所谓的非对称有限元公式中,使用度量试验函数来表示真实应力场是一种改进变形有限元预测的有效方法。这种方法之所以出奇地好,是因为将参数函数用于测试函数可满足连续性条件,而将度量(笛卡尔)形状函数用于试用函数可确保有限元计算过程中的应力表示能够以最佳拟合的方式进行检索。 ,即度量空间中应力的实际变化。然而,迄今为止,该表述仅被应用于文献中的静态问题,并且尚未解决复合结构的动态问题。在本文中,使用三维分层二十节点六面体非对称有限元公式,研究了复合层压板在受到金属冲击器的横向冲击下的冲击响应。考虑了石墨/环氧层压板(板以及圆柱壳)的一些示例性问题,并使用上述配方分析了冲击引起的响应。相对于传统的对称8节点和20节点六面体有限元进行了此非对称元素的性能比较。

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