|本期目录/Table of Contents|

[1]任晓辉,封建湖.基于水平集方法的连续体结构拓扑优化[J].建筑科学与工程学报,2007,24(01):74-79.
 REN Xiao-hui,FENG Jian-hu.Topology Optimization of Continuum Structure Based on Level Set Method[J].Journal of Architecture and Civil Engineering,2007,24(01):74-79.
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基于水平集方法的连续体结构拓扑优化(PDF)
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《建筑科学与工程学报》[ISSN:1673-2049/CN:61-1442/TU]

卷:
24卷
期数:
2007年01期
页码:
74-79
栏目:
出版日期:
2007-03-20

文章信息/Info

Title:
Topology Optimization of Continuum Structure Based on Level Set Method
作者:
任晓辉封建湖
长安大学 理学院,陕西 西安 710064
Author(s):
REN Xiao-hui, FENG Jian-hu
School of Science, Chang'an University, Xi'an 710064, Shaanxi, China
关键词:
拓扑优化 水平集方法 有限元方法 优化准则法 拓扑导数
Keywords:
topology optimization level set method finite element method optimization criteria method topological derivative
分类号:
TU311
DOI:
-
文献标志码:
A
摘要:
提出了一种用水平集函数作为设计变量求解连续体结构拓扑优化的方法。优化方法以结构的整体柔度最小为目标函数,以实体材料所占的体积为约束条件,综合采用有限元方法和优化准则法对问题进行求解。该方法与密度惩罚法相比,克服了锯齿形边界,得到了光滑的结构边界; 与传统水平集方法相比,不用求解复杂的Hamilton-Jacobi方程,提高了计算效率。在对Heaviside函数正则化处理中,考虑了形状导数和拓扑导数信息,加快了收敛速度。用该方法对梁的拓扑优化设计进行了试算,得到了满意的优化结果。
Abstract:
A topology optimization approach of continuum structure based on level set method was proposed. The objective function of the problem is the minimum compliance of the structure, and the constraint condition is the material volume. A finite element method and optimization criteria method were incorporated to solve the problem. Compared with solid isotropic material with penalization(SIMP), smooth structural boundaries could be obtained by the approach without zigzag boundaries. The computational efficiency could be saved without solving the complicated Hamilton-Jacobi equation, which was used in traditional level set method. On the process of regularizing the Heaviside function, the information of the shape derivative and the topological derivative of the optimal design were considered. Convergence velocity was accelerated. By using the method, topology optimization design for the beam was tried to calculate, and the satisfactory optimization results were obtained.

参考文献/References:

[1] 刘伯权,潘 元.框架-抗震墙结构抗震墙抗弯刚度的优化研究[J].建筑科学与工程学报,2005,22(1):55-57. LIU Bo-quan,PAN Yuan.Study on Optimum Bending Rigidity of Seismic Wall in Frame-shear Wall Structure[J].Journal of Architecture and Civil Engineering,2005,22(1):55-57.
[2]张如杭,王元清,石永久,等.深肋组合扁梁肋部混凝土受力分析[J].建筑科学与工程学报,2005,22(3):59-62. ZHANG Ru-hang,WANG Yuan-qing,SHI Yong-jiu,et al.Stress Distribution Analysis of Concrete in Deep Deck Flange of Composite Slim Beam[J].Journal of Architecture and Civil Engineering,2005,22(3):59-62.
[3]周 庆,邹银生.现浇混凝土空心楼盖受力特性研究[J].建筑科学与工程学报,2005,22(4):57-60. ZHOU Qing,ZOU Yin-sheng.Research on Force Resistance Properties of Cast-in-situ Hollow Concrete Floor[J].Journal of Architecture and Civil Engineering,2005,22(4):57-60.
[4]冯振宇,王忠民,樊丽俭.粘弹性点支承粘弹性桩的动力稳定性分析[J].中国公路学报,2006,19(1):67-70. FENG Zhen-yu,WANG Zhong-min,FAN Li-jian.Dynamic Stability Analysis of Visco-elastic Pile with Point Visco-elastic Supports[J].China Journal of Highway and Transport,2006,19(1):67-70.
[5]周克民,李俊峰,李 霞.结构拓扑优化研究方法综述[J].力学进展,2005,35(1):69-76. ZHOU Ke-min,LI Jun-feng,LI Xia.A Review on Topology Optimization of Structures[J].Advances in Mechanics,2005,35(1):69-76.
[6]向天宇,赵人达.结构损伤识别的双重网格算法[J].中国公路学报,2006,19(4):94-97. XIANG Tian-yu,ZHAO Ren-da.Dual Mesh Method for Structure Damage Detection[J].China Journal of Highway and Transport,2006,19(4):94-97.
[7]罗 震,陈立平,黄玉盈,等.连续体结构的拓扑优化设计[J].力学进展,2004,34(4):463-476. LUO Zhen,CHEN Li-ping,HUANG Yu-ying,et al.Topological Optimization Design for Continuum Structures[J].Advances in Mechanics,2004,34(4):463-476.
[8]SIGMUND O.A 99 Line Topology Optimization Code Written in Matlab[J].Structural Multidisciplinary Optimization,2001,21(2):120-127.
[9]SETHIAN J A,WIEGMANN A.Structural Boundary Design via Level Set and Immersed Interface Methods[J].Journal of Computational Physics,2001,163(2):489-528.
[10]郭 旭,赵 康.基于拓扑描述函数的连续体结构拓扑优化方法[J].力学学报,2004,36(5):520-526. GUO Xu,ZHAO Kang.A New Topology Description Function Based Approach for Structural Topology Optimization[J].Acta Mehanica Sinica,2004,36(5):520-526.
[11]BELYTSCHKO T,XIAO S P,PARIMI C.Topology Optimization with Implicit Functions and Regularization[J].International Journal for Numerical Methods in Engineering,2003,57(8):1 177-1 196.
[12]王春会.连续体结构拓扑优化设计[D].西安:西北工业大学,2005. WANG Chun-hui.Topology Optimization Design of Continuum Structures[D].Xi'an:Northwestern Ploytechnical University,2005.

相似文献/References:

[1]王超逸,封建湖.拓扑优化中水平集方法的局限性及改进方法[J].建筑科学与工程学报,2011,28(02):119.
 WANG Chao-yi,FENG Jian-hu.Weakness of Level Set Method in Topology Optimization and Its Improvement[J].Journal of Architecture and Civil Engineering,2011,28(01):119.

备注/Memo

备注/Memo:
收稿日期:2006-10-25
作者简介:任晓辉(1981-),男,山西临汾人,工学硕士研究生,E-mail:xiaohuiren1981@163.com。
更新日期/Last Update: 2007-03-20