System reliability analysis for mixed uncertain variables

被引:55
作者
Adduri, Phani R. [1 ]
Penmetsa, Ravi C. [1 ]
机构
[1] Wright State Univ, Dept Mech & Mat Engn, Dayton, OH 45435 USA
关键词
System reliability; Fuzzy membership; Possibility; Uncertainty; Probability; Mixed uncertain variables;
D O I
10.1016/j.strusafe.2009.02.001
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Uncertainties in a physical system should be modeled accurately to obtain an accurate estimate of its safety. Based on the amount and type of information available, either probability theory or possibility theory can be used. In probability theory variation in the parameters is modeled using probability density functions and in possibility theory it is modeled using fuzzy membership functions. But when dealing with a combination of both probability distributions and fuzzy membership functions, the computational cost involved in estimating the bounds of reliability increases exponentially because one reliability analysis, which is a computationally expensive procedure, is performed at each possibility level. Moreover, the failure of structural systems is governed by multiple limit-state functions, all of which are to be taken into consideration for determining its safety. These limit-state functions are often correlated and the accuracy of the estimated system reliability is dependent on the ability to model the joint failure surface. To reduce the computational cost involved without loss of accuracy, high quality function approximations for each of the limit-states and the joint failure surface are developed in this paper. Numerical examples are presented to demonstrate the efficiency and accuracy of the proposed methodology. (C) 2009 Elsevier Ltd. All rights reserved.
引用
收藏
页码:375 / 382
页数:8
相关论文
共 16 条
[1]  
Adduri Phani R., 2007, International Journal of Reliability and Safety, V1, P239, DOI 10.1504/IJRS.2007.014964
[2]   Confidence bounds on component reliability in the presence of mixed uncertain variables [J].
Adduri, Phani R. ;
Penmetsa, Ravi C. .
INTERNATIONAL JOURNAL OF MECHANICAL SCIENCES, 2008, 50 (03) :481-489
[3]  
[Anonymous], P 43 AIAA ASME ASCE
[4]   Nondeterministic "possibilistic" approaches for structural analysis and optimal design [J].
Braibant, V ;
Oudshoorn, A ;
Boyer, C ;
Delcroix, F .
AIAA JOURNAL, 1999, 37 (10) :1298-1303
[5]   A FAST AND EFFICIENT RESPONSE-SURFACE APPROACH FOR STRUCTURAL RELIABILITY PROBLEMS [J].
BUCHER, CG ;
BOURGUND, U .
STRUCTURAL SAFETY, 1990, 7 (01) :57-66
[6]   FUZZY WEIGHTED AVERAGES AND IMPLEMENTATION OF THE EXTENSION PRINCIPLE [J].
DONG, WM ;
WONG, FS .
FUZZY SETS AND SYSTEMS, 1987, 21 (02) :183-199
[7]   Higher-order failure probability calculation using nonlinear approximations [J].
Grandhi, RV ;
Wang, LP .
COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 1999, 168 (1-4) :185-206
[8]   Safety assessment of structures in view of fuzzy randomness [J].
Möller, B ;
Graf, W ;
Beer, M .
COMPUTERS & STRUCTURES, 2003, 81 (15) :1567-1582
[9]   Uncertainty propagation using possibility theory and function approximations [J].
Penmetsa, RC ;
Grandhi, RV .
MECHANICS BASED DESIGN OF STRUCTURES AND MACHINES, 2003, 31 (02) :257-279
[10]   Adaptation of fast Fourier transformations to estimate structural failure probability [J].
Penmetsa, RC ;
Grandhi, RV .
FINITE ELEMENTS IN ANALYSIS AND DESIGN, 2003, 39 (5-6) :473-485