Topology Optimization Method of Lattice Structures Based on a Genetic Algorithm

被引:19
作者
Feng Ruo-qiang [1 ]
Liu Feng-cheng [1 ]
Xu Wei-jia [2 ]
Ma Min [3 ]
Liu Yang [4 ]
机构
[1] Southeast Univ, Key Lab Concrete & Prestressed Concrete Struct, Minist Educ, Nanjing 210096, Jiangsu, Peoples R China
[2] Shanghai Gen Met Struct Engn Co Ltd, Shanghai 201900, Peoples R China
[3] Guangdong Elect Design Power Inst, Guangzhou 510663, Guangdong, Peoples R China
[4] Guangzhou Urban Planning & Design Survey Res Inst, Guangzhou 510060, Guangdong, Peoples R China
关键词
Free-form surfaces; lattice shells; topology optimization; genetic algorithm; FRAME ROOF STRUCTURES; SHAPE OPTIMIZATION; FORM;
D O I
10.1007/s13296-015-0208-8
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
A two-stage topology optimization method of lattice structures based on a genetic algorithm is proposed. The first stage is the form-finding analysis of lattice structures, and the optimal initial shape was achieved with the numerical inverse hanging method. The second stage is the topology optimization of single-layer lattice structures, which can be realized by changing the mesh size and the tube configurations to minimize the total weight of steel tubes subject to the design requirements. The mesh configuration optimization is realized through the adjustment of the nodal horizontal co-ordinates and the removal of tubes with lower stress. The maximum displacement of the structure, the maximum stress of the circular steel tubes, and the nonlinear buckling load are the state variables, and a genetic algorithm (GA) is the optimization algorithm. Different stress-limiting values used to delete the tubes were discussed. The numerical examples show that the two-stage topology optimization method for lattice structures proposed in this paper is correct and efficient. Furthermore, the forms of the optimized structure are rich, and the structure is lightweight and efficient.
引用
收藏
页码:743 / 753
页数:11
相关论文
共 23 条
[1]  
[Anonymous], 2010, TECHNICAL SPECIFICAT, P14
[2]  
Bendse Martin P., 1989, Struct Optim, V1, P193, DOI [DOI 10.1007/BF01650949, 10.1007/BF01650949]
[3]   Multi-objective morphology optimization of free-form cable-braced grid shells [J].
Feng, Ruo-qiang ;
Zhang, Linlin ;
Ge, Jin-ming .
INTERNATIONAL JOURNAL OF STEEL STRUCTURES, 2015, 15 (03) :681-691
[4]   Shape optimization method of free-form cable-braced grid shells based on the translational surfaces technique [J].
Feng, Ruo-qiang ;
Ge, Jin-ming .
INTERNATIONAL JOURNAL OF STEEL STRUCTURES, 2013, 13 (03) :435-444
[5]  
Hill R. R., 1999, WSC'99. 1999 Winter Simulation Conference Proceedings. `Simulation - A Bridge to the Future' (Cat. No.99CH37038), P543, DOI 10.1109/WSC.1999.823131
[6]  
Holland JH., 1992, ADAPTATION NATURAL A, DOI [10.7551/mitpress/1090.001.0001, DOI 10.7551/MITPRESS/1090.001.0001]
[7]   Optimal design of periodic structures using evolutionary topology optimization [J].
Huang, X. ;
Xie, Y. M. .
STRUCTURAL AND MULTIDISCIPLINARY OPTIMIZATION, 2008, 36 (06) :597-606
[8]  
Jin F., 2008, APPL RES GENERIC ALG, P16
[9]   Truss topology optimization by a modified genetic algorithm [J].
Kawamura, H ;
Ohmori, H ;
Kito, N .
STRUCTURAL AND MULTIDISCIPLINARY OPTIMIZATION, 2002, 23 (06) :467-472
[10]   Shape optimization of free-form steel space-frame roof structures with complex geometries using evolutionary computing [J].
Kociecki, Maggie ;
Adeli, Hojjat .
ENGINEERING APPLICATIONS OF ARTIFICIAL INTELLIGENCE, 2015, 38 :168-182