欢迎光临《计算力学学报》官方网站!
刘岭,杨海天.基于拉格朗日乘子法和群论的具有任意位移边界条件的旋转周期对称结构有限元分析[J].计算力学学报,2004,21(4):425~429
本文二维码信息
码上扫一扫!
基于拉格朗日乘子法和群论的具有任意位移边界条件的旋转周期对称结构有限元分析
FE analysis based on Lagrange multipliers method and group theory for structures of cyclic symmetry under arbitrary displacement boundary conditions
  修订日期:2002-11-21
DOI:10.7511/jslx20044075
中文关键词:  旋转周期对称  有限元    拉格朗日乘子
英文关键词:cyclic symmetry,FEM,group,lagrange multiplier
基金项目:国家自然科学基金(10102024),重点基金项目(10032030),973项目(G1999032805),教育部重点基金[99149],教育部骨干教师资助计划[2000-65]资助项目.
刘岭  杨海天
[1]大连理工大学工程力学系,辽宁大连116024 [2]大连理工大学工业装备结构分析国家重点实验室,辽宁大连116024
摘要点击次数: 1570
全文下载次数: 9
中文摘要:
      对任意位移边界条件下的旋转周期对称结构,由拉格朗日乘子法建立有限元方程。在对称适应的坐标系下,由结构刚度矩阵的块循环性质,利用群变换给出一种新的求解方法。数值验证给出令人满意的结果。
英文摘要:
      Cyclic symmetry can be found in many engineering structures. When analyze behaviors of these structures, computing efficiency can be greatly improved if structural symmetry is fully exploited. However, it seems that most of the existing algorithms utilizing symmetry only relate to problems subjected to symmetric essential boundary conditions. The present paper uses Lagrange multiplier method to develop FE equation. Stiffness matrix for cyclic symmetric structure is block-circulate so long as a kind of symmetry-adapted reference coordinate system is adopted. By a group transformation, structure is then analyzed in a group space. Base vector of this space used in this paper is orthogonal with respect to group representation matrix. As a consequence, generalized stiffness matrix is block-diagonal. A matrix transformation is then proposed to make the generalized stiffness matrix nonsingular. Solve the whole equation system by a method similar to substructuring technique. For the block-diagonal property of the generalized stiffness matrix, most computation can be carried out in a partitioning way. As a result, great efficiency can be gained, compared to basic FEM. The proposed algorithm can be easily applied into other analysis process for rotationally periodic structures, e.g. heat transfer problems, viscoelastic problems, etc. The contributions of the present paper are twofold. Firstly, a matrix transformation combined with group theory and numerical methods is proposed to analyze structures of cyclic symmetry subjected to arbitrary boundary conditions. Secondly, the computational convenience and efficiency are fully discussed and demonstrated by means of three numerical examples.
查看全文  查看/发表评论  下载PDF阅读器
您是第12829542位访问者
版权所有:《计算力学学报》编辑部
本系统由 北京勤云科技发展有限公司设计