Explicit model of dual programming and solving method for a class of separable convex programming problems

被引:8
作者
Sui, YunKang [1 ]
Peng, XiRong [2 ]
机构
[1] Beijing Univ Technol, Numer Simulat Ctr Engn, Beijing, Peoples R China
[2] Hunan City Univ, Sch Civil Engn, Yiyang, Peoples R China
基金
中国国家自然科学基金;
关键词
Explicit dual objective function; separable convex programming; structural topology optimization; dual sequential quadratic programming (DSQP) method; method of moving asymptotes (MMA); QUADRATIC APPROXIMATION; OPTIMIZATION; TOPOLOGY; CONVERGENT;
D O I
10.1080/0305215X.2018.1531988
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
An objective function for a dual model of nonlinear programming problems is an implicit function with respect to Lagrangian multipliers. This study aims to address separable convex programming problems. An explicit expression with respect to Lagrangian multipliers is derived for the dual objective function. The exact solution of the dual model can be achieved because an explicit objective function is more exact than an approximated objective function. Then, a set of improved Lagrangian multipliers can be used to obtain the optimal solution of the original nonlinear programming model. A corresponding dual programming and explicit model (DP-EM) method is proposed and applied to the structural topology optimization of continuum structures. The solution efficiency of the DPEM is compared with the dual sequential quadratic programming (DSQP) method and method of moving asymptotes (MMA). The results show that the DP-EM method is more efficient than the DSQP and MMA.
引用
收藏
页码:1604 / 1625
页数:22
相关论文
共 38 条
[1]   Structural optimization using sensitivity analysis and a level-set method [J].
Allaire, G ;
Jouve, F ;
Toader, AM .
JOURNAL OF COMPUTATIONAL PHYSICS, 2004, 194 (01) :363-393
[2]   Efficient topology optimization in MATLAB using 88 lines of code [J].
Andreassen, Erik ;
Clausen, Anders ;
Schevenels, Mattias ;
Lazarov, Boyan S. ;
Sigmund, Ole .
STRUCTURAL AND MULTIDISCIPLINARY OPTIMIZATION, 2011, 43 (01) :1-16
[3]  
[Anonymous], 1989, Structural Optimization, DOI [DOI 10.1007/BF01650949, 10.1007/bf01650949]
[4]  
Bazaraa M.S., 1979, NONLINEAR PROGRAMMIN
[5]   GENERATING OPTIMAL TOPOLOGIES IN STRUCTURAL DESIGN USING A HOMOGENIZATION METHOD [J].
BENDSOE, MP ;
KIKUCHI, N .
COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 1988, 71 (02) :197-224
[6]   Design-dependent loads in topology optimization [J].
Bourdin, B ;
Chambolle, A .
ESAIM-CONTROL OPTIMISATION AND CALCULUS OF VARIATIONS, 2003, 9 (02) :19-48
[7]   BUBBLE METHOD FOR TOPOLOGY AND SHAPE OPTIMIZATION OF STRUCTURES [J].
ESCHENAUER, HA ;
KOBELEV, VV ;
SCHUMACHER, A .
STRUCTURAL OPTIMIZATION, 1994, 8 (01) :42-51
[8]   First-order sequential convex programming using approximate diagonal QP subproblems [J].
Etman, L. F. P. ;
Groenwold, Albert A. ;
Rooda, J. E. .
STRUCTURAL AND MULTIDISCIPLINARY OPTIMIZATION, 2012, 45 (04) :479-488
[9]   STRUCTURAL WEIGHT OPTIMIZATION BY DUAL METHODS OF CONVEX PROGRAMMING [J].
FLEURY, C .
INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, 1979, 14 (12) :1761-1783