Reliability sensitivity analysis with random and interval variables

被引:164
作者
Guo, Jia [1 ]
Du, Xiaoping [1 ]
机构
[1] Missouri Univ Sci & Technol, Dept Mech & Aerosp Engn, Rolla, MO 65409 USA
基金
美国国家科学基金会;
关键词
reliability; sensitivity analysis; intervals; STRUCTURAL RELIABILITY; EPISTEMIC UNCERTAINTY; DESIGN; OPTIMIZATION; PROPAGATION; MIXTURE; SYSTEMS;
D O I
10.1002/nme.2543
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
In reliability analysis and reliability-based design, sensitivity analysis identifies the relationship between the change in reliability and the change in the characteristics of uncertain variables. Sensitivity analysis is also used to identify the most significant uncertain variables that have the highest contributions to reliability. Most of the current sensitivity analysis methods are applicable for only random variables. In many engineering applications, however, some of uncertain variables are intervals. In this work, a sensitivity analysis method is proposed for the mixture of random and interval variables. Six sensitivity indices are defined for the sensitivity of the average reliability and reliability bounds with respect to the averages and widths of intervals, as well as with respect to the distribution parameters of random variables. The equations of these sensitivity indices are derived based on the first-order reliability method (FORM). The proposed reliability sensitivity analysis is a byproduct of FORM without any extra function calls after reliability is found. Once FORM is performed, the sensitivity information is obtained automatically. Two examples are used for demonstration. Copyright (C) 2009 John Wiley & Sons, Ltd.
引用
收藏
页码:1585 / 1617
页数:33
相关论文
共 46 条
[31]   Relative entropy based method for probabilistic sensitivity analysis in engineering design [J].
Liu, HB ;
Chen, W ;
Sudjianto, A .
JOURNAL OF MECHANICAL DESIGN, 2006, 128 (02) :326-336
[32]  
Mahadevan S., 1997, RELIABILITY BASED ME
[33]  
MAVRIS D, 1999, 14 ISABE FLOR IT
[34]  
Melchers RE, 1999, Structural reliability analysis and prediction
[35]  
Modares M., 2004, P NSF WORITSHOP RELI, P317
[36]   CDF sensitivity analysis technique for ranking influential parameters in the performance assessment of the proposed high-level waste repository at Yucca Mountain, Nevada, USA [J].
Mohanty, S ;
Wu, YT .
RELIABILITY ENGINEERING & SYSTEM SAFETY, 2001, 73 (02) :167-176
[37]   Efficient estimation of structural reliability for problems with uncertain intervals [J].
Penmetsa, RC ;
Grandhi, RV .
COMPUTERS & STRUCTURES, 2002, 80 (12) :1103-1112
[38]  
Pereira SC., 2004, P NSF WOFAHOP RELIAB, P371
[39]  
Pownuk A., 2004, P NSF WORKSHOP RELIA, P3015
[40]   Optimum design of mechanical systems involving interval parameters [J].
Rao, SS ;
Cao, LT .
JOURNAL OF MECHANICAL DESIGN, 2002, 124 (03) :465-472