Step-size adaptive parametric level set method for structural topology optimization

被引:6
作者
Yang, Chen-Dong [1 ,2 ]
Feng, Jian-Hu [1 ]
Shen, Ya-Dong [3 ]
机构
[1] Changan Univ, Sch Sci, Xian 710064, Peoples R China
[2] Xian Aeronaut Inst, Sch Sci, Xian 710077, Peoples R China
[3] Nanyang Normal Univ, Sch Civil & Architecture Engn, Nanyang 473061, Peoples R China
关键词
Step-size adaptive; CFL condition; Annealing; Structural topology optimization; Parametric level set method; SHAPE; ELEMENT; DESIGN;
D O I
10.1007/s12206-022-0928-6
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
In the structural topology optimization (STO), the step-size of the parametric level set method (PLSM) using the explicit scheme must satisfy the Courant-Friedrichs-Lewy (CFL) condition to ensure numerical stability. However, much larger step-sizes are arbitrarily used to speed up the convergence. For this reason, a narrowband in the velocity field is defined, and the step-size adaptive parametric level set method (SAPLSM) is proposed, which multiplies different step-sizes for the velocity of different nodes. The SAPLSM satisfies the CFL condition not only on the narrowband, but also on the entire design domain. Furthermore, a narrowband annealing (NA) scheme based on "annealing" is proposed to dynamically adjust the maximum step-size during the iterations. Numerical experimental results of several benchmark problems in two-dimensional minimum compliance show that: (1) The SAPLSM is more stable than PLSM under large step-sizes and complex problems. (2) The NA scheme not only accelerates the convergence of SAPLSM but also alleviates mesh dependence.
引用
收藏
页码:5153 / 5164
页数:12
相关论文
共 32 条
[1]  
[Anonymous], 1987, SIMULATED ANNEALING, DOI DOI 10.1007/978-94-015-7744-1
[2]   Topology optimization with implicit functions and regularization [J].
Belytschko, T ;
Xiao, SP ;
Parimi, C .
INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, 2003, 57 (08) :1177-1196
[3]  
Bendsoe M.P., 1989, Struct. Optim., V1, P193, DOI [DOI 10.1007/BF01650949, 10.1007/BF01650949]
[4]   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
[5]   A critical comparative assessment of differential equation-driven methods for structural topology optimization [J].
Gain, Arun L. ;
Paulino, Glaucio H. .
STRUCTURAL AND MULTIDISCIPLINARY OPTIMIZATION, 2013, 48 (04) :685-710
[6]   Structural optimization based on meshless element free Galerkin and level set methods [J].
Khan, Wajid ;
Siraj-ul-Islam ;
Ullah, Baseer .
COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 2019, 344 :144-163
[7]   OPTIMIZATION BY SIMULATED ANNEALING [J].
KIRKPATRICK, S ;
GELATT, CD ;
VECCHI, MP .
SCIENCE, 1983, 220 (4598) :671-680
[8]   A semi-implicit level set method for structural shape and topology optimization [J].
Luo, Junzhao ;
Luo, Zhen ;
Chen, Liping ;
Tong, Liyong ;
Wang, Michael Yu .
JOURNAL OF COMPUTATIONAL PHYSICS, 2008, 227 (11) :5561-5581
[9]   A level set-based parameterization method for structural shape and topology optimization [J].
Luo, Zhen ;
Wang, Michael Yu ;
Wang, Shengyin ;
Wei, Peng .
INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, 2008, 76 (01) :1-26
[10]  
Malladi R., 1994, Computer Vision - ECCV'94. Third European Conference on Computer Vision. Proceedings. Vol.I, P3