Nonlinear dynamic topology optimization with explicit and smooth geometric outline via moving morphable components method

被引:11
作者
Lu, Shanbin [1 ,2 ]
Zhang, Zhaobin [1 ,2 ]
Guo, Huiqiang [3 ]
Park, Gyung-Jin [4 ]
Zuo, Wenjie [1 ,3 ]
机构
[1] Jilin Univ, State Key Lab Automot Simulat & Control, Changchun 130025, Peoples R China
[2] Jilin Univ, Coll Automot Engn, Changchun 130025, Peoples R China
[3] Jilin Univ, Sch Mech & Aerosp Engn, Changchun 130025, Peoples R China
[4] Hanyang Univ, Dept Mech Engn, Ansan 15588, South Korea
关键词
Topology optimization; Moving morphable components; Equivalent static loads; Nonlinear dynamic optimization; EQUIVALENT STATIC LOADS; OPTIMAL-DESIGN; PROJECTION METHOD; CODE WRITTEN; MMC;
D O I
10.1007/s00158-021-03000-3
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
For nonlinear dynamic topology optimization, explicit geometry information cannot be obtained with the currently density-based topology optimization methods. To directly obtain an explicit geometry structure in nonlinear dynamic topology optimization, the moving morphable components method is employed to find the optimal topology by changing geometrical parameters of a series of components. However, nonlinear dynamic topology optimization is extremely resourced-consuming, since the objective function and constraints should be evaluated by solving the dynamic equations in each optimization cycle. To solve this problem, the equivalent static loads method is introduced to convert a nonlinear dynamic problem into a linear static problem. The equivalent static loads are obtained by nonlinear dynamic analysis and used as linear static loading conditions. Then, the linear static optimization is carried out by using the moving morphable components method. The linear static system is continuously approaching the nonlinear dynamic systems. In this procedure, the key time steps are selected to calculate the equivalent static loads, and optimization is not coupled with nonlinear dynamic analysis. To avoid mesh distortion problems and make optimization more efficient, the transformation variable is introduced to transform the optimization results before nonlinear dynamic analysis. In this paper, the objective function is defined as the minimum strain energy, with the constraint of volume fraction. Three numerical examples are presented to verify the effectiveness of this method.
引用
收藏
页码:2465 / 2487
页数:23
相关论文
共 53 条
[1]   Nonlinear response topology optimization using equivalent static loads-case studies [J].
Ahmad, Zeshan ;
Sultan, Tipu ;
Zoppi, Matteo ;
Abid, Muhammad ;
Park, Gyung Jin .
ENGINEERING OPTIMIZATION, 2017, 49 (02) :252-268
[2]   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
[3]   Bridging Topological Results and Thin-Walled Frame Structures Considering Manufacturability [J].
Bai, Jiantao ;
Zhao, Yanfang ;
Meng, Guangwei ;
Zuo, Wenjie .
JOURNAL OF MECHANICAL DESIGN, 2021, 143 (09)
[4]   Hollow structural design in topology optimization via moving morphable component method [J].
Bai, Jiantao ;
Zuo, Wenjie .
STRUCTURAL AND MULTIDISCIPLINARY OPTIMIZATION, 2020, 61 (01) :187-205
[5]  
Bendsoe M. P., 2013, Topology Optimization: Theory, Methods and Applications
[6]   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
[7]  
Bendsoe MP., 1989, STRUCTURAL OPTIMIZAT, V1, P193, DOI [DOI 10.1007/BF01650949, 10.1007/BF01650949]
[8]   An element removal and reintroduction strategy for the topology optimization of structures and compliant mechanisms [J].
Bruns, TE ;
Tortorelli, DA .
INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, 2003, 57 (10) :1413-1430
[9]   Topology optimization of non-linear elastic structures and compliant mechanisms [J].
Bruns, TE ;
Tortorelli, DA .
COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 2001, 190 (26-27) :3443-3459
[10]   Stiffness design of geometrically nonlinear structures using topology optimization [J].
Buhl, T ;
Pedersen, CBW ;
Sigmund, O .
STRUCTURAL AND MULTIDISCIPLINARY OPTIMIZATION, 2000, 19 (02) :93-104