Topology optimization considering fatigue life in the frequency domain

被引:32
作者
Lee, Jong Wook [1 ]
Yoon, Gil Ho [2 ]
Jeong, Seung Hyun [1 ]
机构
[1] Hanyang Univ, Grad Sch Mech Engn, Seoul 133791, South Korea
[2] Hanyang Univ, Sch Mech Engn, Seoul 133791, South Korea
基金
新加坡国家研究基金会;
关键词
Topology optimization; Fatigue life; Narrow band solution; Wirsching and Light method; Ortiz and Chen method; Dirlik method; CONTINUUM STRUCTURES; STRESS; DESIGN; RELAXATION;
D O I
10.1016/j.camwa.2015.08.006
中图分类号
O29 [应用数学];
学科分类号
070104 ;
摘要
This research develops a new topological optimization (TO) method to assess dynamic fatigue failure in the frequency domain for random excitation forces. Besides static failure, fatigue life (or fatigue failure) is an important design criterion for the safety of mechanical and building structures. Therefore, many assessment theories and computational approaches have been proposed, and they can be divided into two categories: time domain and frequency domain. Although both approaches have been successfully applied for engineering purposes, they are rarely considered in structural TO. To consider fatigue failure caused by stochastic mechanical loads in structural TO, this research adopts fatigue assessment approaches in the frequency domain, such as narrow band solution, the Wirsching and Light method, the Ortiz and Chen method, and Dirlik method. For TO, we perform an adjoint sensitivity analysis with those fatigue assessment methods. We consider some two-dimensional benchmark problems and show that the present design method successfully constrains fatigue. (C) 2015 Elsevier Ltd. All rights reserved.
引用
收藏
页码:1852 / 1877
页数:26
相关论文
共 41 条
[21]   Stress-constrained topology optimization with design-dependent loading [J].
Lee, Edmund ;
James, Kai A. ;
Martins, JoaquimR. R. A. .
STRUCTURAL AND MULTIDISCIPLINARY OPTIMIZATION, 2012, 46 (05) :647-661
[22]  
Lee S., 1989, Biaxial and multiaxial fatigue, EGF, V3, P621
[23]  
Lee YL, 2012, METAL FATIGUE ANALYSIS HANDBOOK: PRACTICAL PROBLEM-SOLVING TECHNIQUES FOR COMPUTER-AIDED ENGINEERING, P1
[24]   Topology optimization of continuum structures with Drucker-Prager yield stress constraints [J].
Luo, Yangjun ;
Kang, Zhan .
COMPUTERS & STRUCTURES, 2012, 90-91 :65-75
[25]  
Norato C.L.J., 2013, P 10 WORLD C STRUCT
[26]  
Ortiz K., 1987, P 5 INT C APPL STAT, P309
[27]   Block aggregation of stress constraints in topology optimization of structures [J].
Paris, J. ;
Navarrina, F. ;
Colominas, I. ;
Casteleiro, M. .
ADVANCES IN ENGINEERING SOFTWARE, 2010, 41 (03) :433-441
[28]   Topology optimization of continuum structures with local and global stress constraints [J].
Paris, J. ;
Navarrina, F. ;
Colominas, I. ;
Casteleiro, M. .
STRUCTURAL AND MULTIDISCIPLINARY OPTIMIZATION, 2009, 39 (04) :419-437
[29]   A note on the derivation of global stress constraints [J].
Qiu, G. Y. ;
Li, X. S. .
STRUCTURAL AND MULTIDISCIPLINARY OPTIMIZATION, 2010, 40 (1-6) :625-628
[30]   Difficulties in truss topology optimization with stress, local buckling and system stability constraints [J].
Rozvany, GIN .
STRUCTURAL OPTIMIZATION, 1996, 11 (3-4) :213-217