According to the basic idea of classical yinyang complementarity and modern dualcomplementarity, the unconventional Hamiltontype variational principle in phase space for dynamics of thick plate with linear damping is established, which can fully characterize the initialboundaryvalue problem of this dynamics. And it’s Euler function has symplectic structure character. Based on this variational principle in phase space, a symplectic space finite element time subdomain method is presented. This new method is the result of combining finite element method in space domain with time subdomain method by applying the Lagrange interpolation polynomials as approximation to the time subdomain. The numerical results show that the stability, convergence, computational accuracy and efficiency of this new method excel obviously those of widely used Wilsonθ method and Newmarkβ method.
黄伟江,章学军,罗恩.厚板动力响应分析的一种辛算法[J].动力学与控制学报,2010,8(2):155~159; Huang Weijiang, Zhang Xuejun, Luo En. A symplectic algorithm for dynamic response analysis of thick plate[J]. Journal of Dynamics and Control,2010,8(2):155-159.