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Time‐varying reliability method based on linearized Nataf transform
Author(s) -
Zhao Yongsheng,
Wang Lixia,
Wu Hongchao,
Chu Hongyan,
Yang Congbin,
Liu Zhifeng
Publication year - 2021
Publication title -
quality and reliability engineering international
Language(s) - English
Resource type - Journals
SCImago Journal Rank - 0.913
H-Index - 62
eISSN - 1099-1638
pISSN - 0748-8017
DOI - 10.1002/qre.2836
Subject(s) - reliability (semiconductor) , random variable , first order reliability method , nonlinear system , sensitivity (control systems) , monte carlo method , mathematical optimization , cantilever , moment (physics) , transformation (genetics) , process (computing) , computer science , mathematics , algorithm , structural engineering , engineering , statistics , power (physics) , physics , biochemistry , chemistry , classical mechanics , quantum mechanics , electronic engineering , gene , operating system
In actual engineering, material properties, load effects, and other factors of mechanical structures change due to long‐term use. In order to understand the operation of a mechanical structure in real time, it is crucial to obtain the dynamic trajectory of its reliability. Considering the time variability of a mechanical structure over time, uncertain random variables are introduced to express the uncertainty of various parameters of structures, and the Wiener process is used to describe the strength degradation process of structures so as to solve the calculation problem of time‐varying reliability of mechanical structures. Based on the advanced first‐order and second moment method (AFOSM), the proposed linearized Nataf change is used to complete the transformation from related nonnormal variables to independent standard normal variables in order to simplify the calculation process of reliability solution and solve the reliability calculation problem of random parameters subjected to arbitrary distribution. The deduced random variable sensitivity factor indicates the degree of influence of different random variables on the reliability of the mechanical structure, providing a theoretical basis for the optimal design and maintenance of a mechanical structure. The proposed method is analyzed using the cantilever beam and compared with the nonlinear Nataf transform and verified by the Monte Carlo simulation results. The results show that the proposed method can effectively solve the reliability sensitivity problem of structural system strength degradation.