三维夹层圆柱壳平稳随机响应分析

Stationary random response analysis of three-dimensional sandwiched cylindrical shells

  • 摘要: 基于三维弹性理论,利用统一级数法与虚拟激励法(PEM)建立了三维夹层圆柱壳平稳随机响应模型。根据夹层材料的层间特性差异划分圆柱壳子域,并利用三维弹性理论结合虚拟激励法建立各子域的动能、应变能、边界势能及平稳随机激励功。通过耦合罚函数法将分层子域间的力学协调条件转化为耦合条件能量,进而叠加各子域能量获得夹层圆柱壳的整体能量泛函。使用统一的级数表达式构建各子域的位移分量,并结合瑞利‑里兹法求解获得三维夹层圆柱壳结构的随机响应。通过与现有文献和有限元结果的对比,验证了随机响应模型的正确性。最后分析了厚径比、层合‑功能梯度夹层材料的铺设角及幂律指数对三维夹层圆柱壳随机响应的影响。

     

    Abstract: Based on the three-dimensional elasticity theory, the smooth stochastic response model of three-dimensional sandwiched cylindrical shells is established by using the unified series method and the pseudo-excitation method (PEM). The cylindrical shell subdomains are divided according to the interlayer property differences of the sandwich material, and the kinetic energy, strain energy, boundary potential energy and smooth random excitation work of each subdomain are established by using three-dimensional elasticity theory combined with the virtual excitation method. The mechanical coordination conditions between the layered subdomains are converted into coupling condition energies by the coupling penalty function method, and then the overall energy generalization of the sandwiched cylindrical shell is obtained by superposing the energies of each subdomain. The displacement components of each subdomain are constructed using a unified level expression and solved by combining the Rayleigh-Ritz method to obtain the stochastic response of the three-dimensional sandwiched cylindrical shell structure. The correctness of the stochastic response model is verified by comparison with literature and finite element results. Finally, the effects of thickness-to-radius ratio, lay-up angle of laminated-functional gradient sandwich material and power-law index on the random response of three-dimensional sandwiched cylindrical shell are analyzed.

     

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