Despite many advances in the field of computational system reliability analysis, estimating the joint probability distribution of correlated non-normal state variables on the basis of incomplete statistical data brings great challenges for engineers. To avoid multidimensional integration, system reliability estimation usually requires the calculation of marginal failure probability and joint failure probability. The current article proposed an integrated approach for estimating system reliability on the basis of the high moment method, saddle point approximation, and copulas. First, the statistic moment estimation based on the stochastic perturbation theory is presented. Thereafter, by constructing CGF (concise cumulant generating function) for the state variable with its first four statistical moments, a fourth moment saddle point approximation method is established for the component reliability estimation. Second, the copula theory is briefly introduced and extensively utilized two-dimensional copulas are presented. The best fit copula for estimating the probability of system failure is selected according to the AIC (Akaike Information Criterion). Finally, the derived method is applied to three numerical examples for the sake of a comprehensive validation.
K E Y W O R D Scopulas, dependent failure modes, high moment, saddle point approximation, system reliability
INTRODUCTIONAccurate evaluation of structure reliability is important in evaluating the safety of actual engineered product and structural system. Traditional structural reliability assessment is mainly focused on the deterministic or probabilistic analysis of individual failure modes. However, in the past decades, it has been increasingly recognized that system reliability analysis is a crucial problem in industrial engineering and general structural engineering. [1][2][3][4] In fact, the failure of engineering structures and mechanical parts is mainly caused by a variety of failure modes that have correlation characteristics. The complexity of considering correlated multi-failure mode with the same random variables exist simultaneously in each failure mode such as load, strength, and structural geometry. 5,6 On the basis of the relation among every different failure mode, structural system can be classified into series, parallel, and hybrid systems. 7 Series systems are also known as the weakest link systems because system failures are occurred if any one component is failure. Parallel systems frequently refer to redundant systems because system failure only depends on the failure of all components. Hybrid systems are composed of the above two systems. As the series system is the 2950