Robustness analysis in structural optimization

被引:9
作者
Bucher, Christian [1 ]
机构
[1] Bauhaus Univ Weimar, Inst Struct Mech, D-99423 Weimar, Germany
关键词
Reliability analysis; Robustness; Stochastic analysis; Structural optimization; RELIABILITY;
D O I
10.1080/00268970701189293
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Structural optimization typically aims at high performance levels for a clearly specified set of conditions. Unfortunately, this goal can usually be achieved only by sacrificing robustness of the design. This implies a high sensitivity with respect to unforeseen stochastic situations or unavoidable random manufacturing tolerances. In order to prevent structural failure due to loss of robustness it is therefore desirable to incorporate a suitable measure of robustness into the optimization process. This can be achieved by introducing additional constraint conditions or appropriate modifications of the objective function. An example for such a design concept is reliability-based optimization based on the notion of the failure probability. This is most appropriate for high-risk structures such as, e.g. power-generating facilities. Alternatively, simpler stochastic measures such as variances or standard deviations might be more appropriate for the design of low-risk structural elements which are frequently found, e.g. in the automotive industry. This paper discusses the basic requirement for robust optimization and attempts to outline the pros and cons of different approaches to the solution of this problem.
引用
收藏
页码:287 / 293
页数:7
相关论文
共 9 条
[1]  
Bucher C., 2005, STRUCTURAL RELIABILI
[2]  
Florian A., 1992, Probabilistic Engineering Mechanics, V7, P123, DOI [DOI 10.1016/0266-8920(92)90015-A, https://doi.org/10.1016/0266-8920(92)90015-A]
[3]   Life-cycle reliability-based optimization of civil and aerospace structures [J].
Frangopol, DM ;
Maute, K .
COMPUTERS & STRUCTURES, 2003, 81 (07) :397-410
[4]  
FRANGOPOL DM, 2001, ENG DESIGN RELIABILI
[5]  
Imam R. L., 1982, COMMUNICATIONS STA B, V11, P311
[6]  
Liu P, 1986, PROBALISTIC ENG MECH, V1, P105, DOI DOI 10.1016/0266-8920(86)90033-0
[7]   A COMPARISON OF THREE METHODS FOR SELECTING VALUES OF INPUT VARIABLES IN THE ANALYSIS OF OUTPUT FROM A COMPUTER CODE [J].
MCKAY, MD ;
BECKMAN, RJ ;
CONOVER, WJ .
TECHNOMETRICS, 1979, 21 (02) :239-245
[8]   STRUCTURAL RELIABILITY UNDER COMBINED RANDOM LOAD SEQUENCES [J].
RACKWITZ, R ;
FIESSLER, B .
COMPUTERS & STRUCTURES, 1978, 9 (05) :489-494
[9]   BASIC ANALYSIS OF STRUCTURAL SAFETY [J].
SHINOZUKA, M .
JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 1983, 109 (03) :721-740