Structural reliability analysis by univariate decomposition and numerical integration

被引:57
作者
Wei, D. [1 ]
Rahman, S. [1 ]
机构
[1] Univ Iowa, Dept Mech & Ind Engn, Iowa City, IA 52242 USA
基金
美国国家科学基金会;
关键词
reliability; probability of failure; decomposition methods; most probable point; univariate approximation; numerical integration; 2ND-ORDER RELIABILITY;
D O I
10.1016/j.probengmech.2006.05.004
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
This paper presents a new and alternative univariate method for predicting component reliability of mechanical systems subject to random loads, material properties, and geometry. The method involves novel function decomposition at a most probable point that facilitates the univariate approximation of a general multivariate function in the rotated Gaussian space and one-dimensional integrations for calculating the failure probability. Based on linear and quadratic approximations of the univariate component function in the direction of the most probable point, two mathematical expressions of the failure probability have been derived. In both expressions, the proposed effort in evaluating the failure probability involves calculating conditional responses at a selected input determined by sample points and Gauss-Hermite integration points. Numerical results indicate that the proposed method provides accurate and computationally efficient estimates of the probability of failure. (C) 2006 Elsevier Ltd. All rights reserved.
引用
收藏
页码:27 / 38
页数:12
相关论文
共 19 条
[1]  
Abramowitz M., 1972, HDB MATH FUNCTIONS
[2]  
Anderson T.L., 1995, Fracture Mechanics, V2nd
[3]  
Boresi A.P., 2003, ADV MECH MAT, VSixth
[4]   ASYMPTOTIC APPROXIMATIONS FOR MULTINORMAL INTEGRALS [J].
BREITUNG, K .
JOURNAL OF ENGINEERING MECHANICS-ASCE, 1984, 110 (03) :357-366
[5]   REFINED 2ND-ORDER RELIABILITY-ANALYSIS [J].
CAI, GQ ;
ELISHAKOFF, I .
STRUCTURAL SAFETY, 1994, 14 (04) :267-276
[6]   Multiple design points in first and second-order reliability [J].
Der Kiureghian, A ;
Dakessian, T .
STRUCTURAL SAFETY, 1998, 20 (01) :37-49
[7]  
Ditlevsen O, 1996, Structural reliability methods
[8]   IMPROVEMENT OF 2ND-ORDER RELIABILITY ESTIMATES BY IMPORTANCE SAMPLING [J].
HOHENBICHLER, M ;
RACKWITZ, R .
JOURNAL OF ENGINEERING MECHANICS-ASCE, 1988, 114 (12) :2195-2199
[9]   NEW LIGHT ON 1ST-ORDER AND 2ND-ORDER RELIABILITY METHODS [J].
HOHENBICHLER, M ;
GOLLWITZER, S ;
KRUSE, W ;
RACKWITZ, R .
STRUCTURAL SAFETY, 1987, 4 (04) :267-284
[10]  
Liu P.-L., 1986, UCBSESM8609