Consistent higher-order analysis on shock response of cross-ply curved panels

C.C. Chao, T.P. Tung
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引用次数: 4

Abstract

A consistent higher-order analysis is presented for the shock response of doubly-curved cross-ply laminated thick panels simply supported on four edges. Emphasis is laid on consistency with the three-dimensional boundary conditions and interlaminar stress continuity, respectively. In each layer, a three-dimensional dynamic displacement field is assumed in terms of in-plane double Fourier series and cubic polynomials in the thickness direction. A system of modified Lagrange equations is derived via an energy variational approach with all surface conditions, and interlaminar continuity included. Modal analysis is performed for the shock response using a modified exponential decay overpressure. Three-dimensional displacements and stresses can be found any time throughout the panels. Present results, including frequency spectra of σ33, are perfectly consistent with existing wave theory without prior assumption of wave motion.

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交叉铺层弯曲板冲击响应的一致高阶分析
本文对四边简支双弯交叉铺层厚板的冲击响应进行了一致的高阶分析。重点是与三维边界条件的一致性和层间应力的连续性。在每一层中,以厚度方向的平面二重傅立叶级数和三次多项式的形式假设三维动态位移场。通过能量变分的方法,导出了包含层间连续性的所有表面条件下的修正拉格朗日方程组。采用修正的指数衰减超压对冲击响应进行了模态分析。三维位移和应力可以随时在整个面板中找到。目前的结果,包括σ33的频谱,与现有的波动理论完全一致,没有预先假设波动。
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