航空学报 > 1991, Vol. 12 Issue (3): 141-148

复合材料叠层板壳有限元的渐近解

谢志成, 李如锋, 董春迎, 钱振东   

  1. 清华大学
  • 收稿日期:1989-11-06 修回日期:1990-05-12 出版日期:1991-03-25 发布日期:1991-03-25

A NEW APPROACH OF FEM FOR LAMINATED COMPOSITE PLATES AND SHELLS

Xie Zhicheng, Li Rufeng, Dong Chunying, Qian Zhendong   

  1. Tsinghua University
  • Received:1989-11-06 Revised:1990-05-12 Online:1991-03-25 Published:1991-03-25

摘要: 本文针对复合材料叠层板壳结构建立了一个分层计算的有限元模型,此模型的特点是以参考面的位移和各层横向剪应变作为独立的自变量,导出了叠层板壳的有限元模式,这是和原有分层模型的本质区别,从而具有以下优点:(1)刚度矩阵具有良好特性,可采用渐近法求解,大大提高了计算效率,克服了分层模型中的最大困难;(2)完全避免了较薄的板壳在有限元计算中常发生的“剪切自锁”现象;(3)较精确地考虑了各层的剪切效应,无须再引入剪切修正系数。还采用此模型较好地解决了任意铺层的叠层板弯曲、叠层板脱层屈曲和承受任意载荷的轴对称叠层壳的弯曲等问题,证明了此模型的优点和可靠性。此模型还极易推广应用于叠层板壳的动力、稳定和层间应力等问题。

关键词: 叠层板壳, 复合材料, 剪切效应

Abstract: The Mindlin's theory is extended and a new approach of FEM has been established. It considers a laminated plate or shell made of a thin film and N layers of anisotropic plates or shells bonded in order. The in-plane displacements, deflection W of the film and the shear strains in k-th ply are chosen as the independent variables. With this model, some difficulties encountered in the study of composite laminated plates and shells are overcome. 1) Based on an analysis of order of magnitude for each term of stiffness matrix, the asympototic equations and Gauss-Seidel iterative equations for thick are introduced for thin and thick laminated plated and shells, respectively. In these equations,the in-plane and bending unknown variables and the transverse shear strains of each layer will be uncoupled so that the maximum degrees of freedom are equal to that of one layer Kirchhoff plate. Thus the computing efficiency is improved considerably. 2) The "shear locking" in thin plates and shells can be avoided. 3) The distribution of transverse shear stress through the thickness are more accurate than that by previous theories and the shear factor will not be necessary. Furthermore, .numerial examples of laminated plates, axisymmetric laminated composite shell structures under arbitrary loads and delamination buckling of laminated plates is given. Solution accuracy and computational efficiency are demonstrated. This model is easy to be generalized for solving other prolems, such as vibration and boundary-layer effects.

Key words: laminated, composite, shear effect