On the ensemble crossing rate approach to time variant reliability analysis of uncertain structures

被引:49
作者
Beck, AT [1 ]
Melchers, RE [1 ]
机构
[1] Univ Newcastle, Callaghan, NSW 2308, Australia
关键词
time variant reliability analysis; crossing rates; first passage failure; Monte Carlo simulation; stochastic processes;
D O I
10.1016/j.probengmech.2003.11.018
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
The 'ensemble' up-crossing rate technique consists of averaging the rate at which a random load process up-crosses a deterministic barrier level over the resistance distribution at successive time points. Averaging over the resistance makes the assumption of independent upcrossings less appropriate. As a result, first passage failure probabilities may become excessively conservative in problems with other than extremely low failure probabilities. The ensemble up-crossing rate technique has a significant potential in simplifying the solution of time variant reliability problems under resistance degradation. However, little is known about the quality of this approximation or its limits of application. In the paper, a Monte Carlo simulation-based methodology is developed to predict the error in the approximation. An error parameter is identified and error functions are constructed. The methodology is applied to a range of time-invariant and time-variant random barriers, and it is shown that the error in the original ensemble up-crossing rate approximation is largely reduced. The study provides unprecedented insight into characteristics of the ensemble up-crossing rate approximation. (C) 2003 Elsevier Ltd. All rights reserved.
引用
收藏
页码:9 / 19
页数:11
相关论文
共 19 条
[1]  
BECK AT, 2003, THESIS U NEWCASTLE A
[2]  
BECK AT, 2002, ADV MECH STRUCTURES
[3]   ON NUMBER OF EXITS ACROSS BOUNDARY OF A REGION BY A VECTOR STOCHASTIC PROCESS [J].
BELYAEV, YK .
THEORY OF PROBILITY AND ITS APPLICATIONS,USSR, 1968, 13 (02) :320-&
[4]   VECTOR PROCESS OUT-CROSSING AS PARALLEL SYSTEM SENSITIVITY MEASURE [J].
HAGEN, O ;
TVEDT, L .
JOURNAL OF ENGINEERING MECHANICS-ASCE, 1991, 117 (10) :2201-2220
[5]   A STOCHASTIC-THEORY OF FATIGUE CRACK-PROPAGATION [J].
LIN, YK ;
YANG, JN .
AIAA JOURNAL, 1985, 23 (01) :117-124
[6]   METHODS FOR TIME-DEPENDENT RELIABILITY AND SENSITIVITY ANALYSIS [J].
MADSEN, HO ;
TVEDT, L .
JOURNAL OF ENGINEERING MECHANICS-ASCE, 1990, 116 (10) :2118-2135
[7]  
Melchers R.E., 1987, Structural reliability analysis and prediction
[8]   LOAD-SPACE FORMULATION FOR TIME-DEPENDENT STRUCTURAL RELIABILITY [J].
MELCHERS, RE .
JOURNAL OF ENGINEERING MECHANICS-ASCE, 1992, 118 (05) :853-870
[9]   STOCHASTIC COMBINATION OF LOAD EFFECTS [J].
PEARCE, HT ;
WEN, YK .
JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 1984, 110 (07) :1613-1629
[10]   ON THE COMBINATION OF NONSTATIONARY RECTANGULAR WAVE RENEWAL PROCESSES [J].
RACKWITZ, R .
STRUCTURAL SAFETY, 1993, 13 (1-2) :21-28