首页 | 本学科首页   官方微博 | 高级检索  
     检索      

应力和位移约束下桁架拓扑优化的有无复合体方法
引用本文:隋允康,于新,叶宝瑞.应力和位移约束下桁架拓扑优化的有无复合体方法[J].固体力学学报,2004,25(3):355-359.
作者姓名:隋允康  于新  叶宝瑞
作者单位:1. 北京工业大学力学部,北京,100022
2. 鞍山钢铁学院机械系,鞍山,114002
基金项目:北京市自然科学基金 ( 3 0 42 0 0 2 ),北京市教委 (KM2 0 0 410 0 0 5 0 19)资助
摘    要:按照独立连续拓扑变量的思想,将有无复合体模型由构造应力约束问题发展为应力与位移约束问题,用于桁架结构拓扑优化.基于该文提出的位移约束与拓扑变量关系的近似显式,建立了具有应力、位移约束下桁架结构拓扑优化的有无复合体模型,用序列二次规划算法求解.数值结果令人满意.这一工作表明独立连续拓扑变量的提出对于结构拓扑优化的研究是有价值的。

关 键 词:结构拓扑优化  桁架  独立连续拓扑变量  有无复合体  应力约束  位移约束  结构力学
修稿时间:2003年5月28日

EXIST-NULL COMBINATION METHOD FOR THE TOPOLOGICAL OPTIMIZATION OF TRUSS WITH STRESS AND DISPLACEMENT CONSTRAINT
Sui Yunkang,Yu Xin,Ye Baorui.EXIST-NULL COMBINATION METHOD FOR THE TOPOLOGICAL OPTIMIZATION OF TRUSS WITH STRESS AND DISPLACEMENT CONSTRAINT[J].Acta Mechnica Solida Sinica,2004,25(3):355-359.
Authors:Sui Yunkang  Yu Xin  Ye Baorui
Institution:Sui Yunkang 1 Yu Xin 2 Ye Baorui 1
Abstract:In terms of the idea of independent and continuous topological variables, the exist-null combined model which was proposed by the authors is generalized in this paper through considering the topological optimization of truss structures. With stress and displacements constrains based on the explicit formulation between topological variables and displacement constraints presented in this paper, the mathematical model of the truss topological optimization with stress and displacement constraints is establised. The sequential algorithm of the quadratic programming is used to solve the problem. Numerical results are given. It is shown that the introduction of the dependent and continuous topological variables is valuable to the research of structural topology optimization.
Keywords:structural topological optimization  truss  independent and continuous topological variables  exist-null combination  stress and displacement constraint
本文献已被 CNKI 维普 万方数据 等数据库收录!
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号