A novel reliability sensitivity analysis method based on directional sampling and Monte Carlo simulation

被引:29
作者
Zhang, Xiaobo [1 ]
Lu, Zhenzhou [1 ]
Cheng, Kai [1 ]
Wang, Yanping [1 ]
机构
[1] Northwestern Polytech Univ, Sch Aeronaut, Xian 710072, Shaanxi, Peoples R China
基金
中国国家自然科学基金;
关键词
Reliability analysis; reliability sensitivity; directional sampling; Monte Carlo simulation; nearest Euclidean distance; INDEPENDENT IMPORTANCE MEASURE; STRUCTURAL RELIABILITY; HIGH DIMENSIONS; DESIGN; CLASSIFICATION; ALGORITHM; 1ST-ORDER;
D O I
10.1177/1748006X19899504
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
Local reliability sensitivity and global reliability sensitivity are required in reliability-based design optimization, since they can provide rich information including variable importance ranking and gradient information. However, traditional Monte Carlo simulation is inefficient for engineering application. A novel numerical simulation method based on Monte Carlo simulation and directional sampling is proposed to simultaneously estimate local reliability sensitivity and global reliability sensitivity. By suitable transformation, local reliability sensitivity and global reliability sensitivity can be estimated simultaneously as by-products of reliability analysis for Monte Carlo simulation method. The key is how to efficiently classify Monte Carlo simulation samples into two categories: failure samples and safety samples. Directional sampling method, a classical reliability analysis method, is more efficient than Monte Carlo simulation for reliability analysis. A novel strategy based on nearest Euclidean distance is proposed to approximately screen out failure samples from Monte Carlo simulation samples using directional sampling samples. In the proposed method, local reliability sensitivity and global reliability sensitivity are by-products of reliability analysis using the directional sampling method. Different from existing methods, the proposed method does not introduce hypotheses and does not require additional gradient information. The advantages of the Monte Carlo simulation and directional sampling are well integrated in the proposed method. The accuracy and the efficiency of the proposed method for local reliability sensitivity and global reliability sensitivity are demonstrated by four numerical examples and two engineering examples including the headless rivet and the wing box structure.
引用
收藏
页码:622 / 635
页数:14
相关论文
共 47 条
[1]  
[Anonymous], 1999, STRUCT SAF
[2]   Subset simulation and its application to seismic risk based on dynamic analysis [J].
Au, SK ;
Beck, JL .
JOURNAL OF ENGINEERING MECHANICS, 2003, 129 (08) :901-917
[3]   Estimation of small failure probabilities in high dimensions by subset simulation [J].
Au, SK ;
Beck, JL .
PROBABILISTIC ENGINEERING MECHANICS, 2001, 16 (04) :263-277
[4]   KERNEL DENSITY ESTIMATION VIA DIFFUSION [J].
Botev, Z. I. ;
Grotowski, J. F. ;
Kroese, D. P. .
ANNALS OF STATISTICS, 2010, 38 (05) :2916-2957
[5]   Adaptive sparse polynomial chaos expansions for global sensitivity analysis based on support vector regression [J].
Cheng, Kai ;
Lu, Zhenzhou .
COMPUTERS & STRUCTURES, 2018, 194 :86-96
[6]   Moment-independent importance measure of basic random variable and its probability density evolution solution [J].
Cui LiJie ;
Lue ZhenZhou ;
Zhao XinPan .
SCIENCE CHINA-TECHNOLOGICAL SCIENCES, 2010, 53 (04) :1138-1145
[7]  
Der Kiureghian A., 1987, J ENG MECH, V113, P12081225
[8]   GENERAL MULTIDIMENSIONAL PROBABILITY INTEGRATION BY DIRECTIONAL SIMULATION [J].
DITLEVSEN, O ;
MELCHERS, RE ;
GLUVER, H .
COMPUTERS & STRUCTURES, 1990, 36 (02) :355-368
[9]  
DITLEVSEN O, 1987, STRUCT SAF, V4, P95
[10]  
Ditlevsen O., 1996, Structural reliability methods