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利用变厚度单元进行平面连续体的拓扑优化
引用本文:周克民,胡云昌. 利用变厚度单元进行平面连续体的拓扑优化[J]. 天津城市建设学院学报, 2001, 7(1): 33-35
作者姓名:周克民  胡云昌
作者单位:天津大学 建筑工程学院,
摘    要:提出了用变厚度矩形有限单元求解变厚度平面连续体拓扑优化问题的方法。根据计算出的每一节点处的应力,利用满应力设计方法的应力比公式,改变板在节点处的厚度,删除厚度过小处的单元,重新形成结构拓扑和刚度矩阵。按以上过程反复 迭代,实现拓扑优化。这种方法使得各单元间的厚度连续变化,在未增加单元及节点数量的情况下,提高了计算精度,减少了迭代次数。迭代过程中,矩形单元退化为常应变三角元,使结果的边界过渡更为光顺。中推导了变厚变矩形有限单元的单元刚度矩阵。

关 键 词:拓扑优化 平面连续体 满应力法 变厚度有限元
文章编号:1006-6853(2001)01-0033-03
修稿时间:2000-10-18

Topology optimization ofplane continuum using non-uniform thickness finite element
ZHOU Ke-min,HU Yun-chang. Topology optimization ofplane continuum using non-uniform thickness finite element[J]. Journal of Tianjin Institute of Urban Construction, 2001, 7(1): 33-35
Authors:ZHOU Ke-min  HU Yun-chang
Abstract:To get the topology optimization of plane non-uniform continuum,the non-uniform thickness rectangular finite element was presented.The plate thickness at nodes are changed according to the stresses calculated and the stress ratio equation suggested by full stress design methods.The elements,which thickness are less than a threshold,are deleted.The structure topology and stiff matrix are reformed.Topology optimization was achieved by the iteration procedure mentioned above.For the plate thickness being continuous between elements,the calculating accuracy is increased and the iteration times is decreased.These works do not increase the numbers of elements and nodes.During iteration process,rectangular elements may degenerate to triangular element,which makes boundary of plate more smooth.In this paper,non-uniform thickness rectangular finite element stiffness matrix was derived.
Keywords:topology optimization  plane continuum  full stress  non-uniform thickness element  element degenerate
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