Modeling time and spatial variability of degradation through gamma processes for structural reliability assessment

被引:19
作者
Oumouni, M. [1 ]
Schoefs, F. [1 ]
Castanier, B. [2 ]
机构
[1] Univ Nantes, Univ Bretagne Loire, Res Inst Civil & Mech Engn GeM, CNRS,UMR 6183, 2 Rue Houssinire,BP 92208, F-44322 Nantes, France
[2] Univ Angers, Univ Bretagne Loire, Res Inst Syst Engn Angers LARIS, Angers, France
关键词
Degradation model; Gamma process; Random field; Reliability; Parameters estimation; Failure time; Remaining lifetime; Uncertainty quantification; REINFORCED-CONCRETE STRUCTURES; CORROSION; EXTENT; DAMAGE;
D O I
10.1016/j.strusafe.2018.09.003
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The objective of this work is to propose a spatio-temporal random field for assessing the effect of spatial variability on the degradation process in structural reliability assessment. Our model extends the classical Gamma process which is usually developed for degradation temporal variability concerns to integrate spatial variability and heterogeneity issues. A log-normal distributed spatial random scale is then introduced in the Gamma process. Mathematical models for a structure degradation in space and time and estimation procedures are developed in this paper. Approximations and simulations are given to evaluate the failure time distribution and to characterize the residual lifetime after inspection. Simulation results are performed using pseudo-random data based on Monte-Carlo simulations to fit the model and the inference of their parameters. The two proposed estimation method Method of Moments and Pseudo Maximum Likelihood are numerically compared according to statistical measures. The accuracy of the methods are also discussed by numerical examples given the approximations of quantities of interests.
引用
收藏
页码:162 / 173
页数:12
相关论文
共 35 条
[1]   GAMMA WEAR PROCESS [J].
ABDELHAMEED, M .
IEEE TRANSACTIONS ON RELIABILITY, 1975, R 24 (02) :152-153
[2]  
Akiva M, 1987, Correlation Theory of Stationary and Related Random Functions. Volume, V131
[3]  
[Anonymous], 1993, J AGR BIOL ENVIR ST
[4]   Estimation in degradation models with explanatory variables [J].
Bagdonavicius, V ;
Nikulin, MS .
LIFETIME DATA ANALYSIS, 2001, 7 (01) :85-103
[5]   Stochastic improvement of inspection and maintenance of corroding reinforced concrete structures placed in unsaturated environments [J].
Bastidas-Arteaga, Emilio ;
Schoefs, Franck .
ENGINEERING STRUCTURES, 2012, 41 :50-62
[6]  
Bonnema S J, 2017, ENDOCRINOLOGY, P1
[7]  
Boutros El Hajj, 2015, J RISK RELIAB, P1
[8]   A contribution to the modelling of human induced excitation on pedestrian bridges [J].
Casciati, Fabio ;
Casciati, Sara ;
Faravelli, Lucia .
STRUCTURAL SAFETY, 2017, 66 :51-61
[9]  
Chiles J.P., 2009, Geostatistics: Modeling spatial uncertainty
[10]  
CINLAR E, 1977, J ENG MECH DIV-ASCE, V103, P1069