Time-dependent Reliability Modelling Method Based on Load-strength Model in the Presence of Environmental Effects

The structural performance and reliability can be affected by the strength degradation and significant repetitive load events whose occurrence rate may be different in different environments. Furthermore, in the case of the environment affecting load and strength simultaneously, the correlation analysis between load and strength should be considered. Therefore, this paper deals with the time-dependent reliability modelling problem based on the load-strength model, which incorporates the actual environmental effects into the reliability estimation in two ways: 1) the occurrence rate of the load affected by the actual environment; 2) the variable correlation between load and strength. A numerical example is given to illustrate the necessity of the environmental analysis for the time-dependent reliability modelling.1

[1]  P. N. Dubey,et al.  Reliability estimation of structures under stochastic loading—A case study on nuclear piping , 2013 .

[2]  Quanwang Li,et al.  Time-dependent reliability of aging structures in the presence of non-stationary loads and degradation , 2015 .

[3]  G. Holland,et al.  Tropical cyclones and climate change , 2010, Tropical Cyclone Research and Review.

[4]  Kai Yang,et al.  Upper and lower bounds of stress-strength interference reliability with random strength-degradation , 1997 .

[5]  Reliability analysis of time dependent stress-strength model with random cycle times , 2016 .

[6]  Elmer E Lewis,et al.  Load-capacity interference and the bathtub curve , 1994 .

[7]  Bruce R. Ellingwood,et al.  Reliability-Based Service-Life Assessment of Aging Concrete Structures , 1993 .

[8]  R. Nelsen An Introduction to Copulas (Springer Series in Statistics) , 2006 .

[9]  Han Ping Hong,et al.  ASSESSMENT OF RELIABILITY OF AGING REINFORCED CONCRETE STRUCTURES , 2000 .

[10]  Yu Zhao,et al.  A Stress-Strength Time-Varying Correlation Interference Model for Structural Reliability Analysis Using Copulas , 2017, IEEE Transactions on Reliability.

[11]  Michael P. Enright,et al.  Service-Life Prediction of Deteriorating Concrete Bridges , 1998 .

[12]  Andrew J. Patton Modelling Asymmetric Exchange Rate Dependence , 2006 .

[13]  Y. K. Wen,et al.  System Reliability under Time Varying Loads: II , 1989 .

[14]  A bivariate random environmental stress model , 1990 .

[15]  Robert E. Melchers Load‐Space Formulation for Time‐Dependent Structural Reliability , 1992 .