Abstract

Surrogate models have been widely adopted for reliability analysis. The common approach is to construct a series of surrogates based on a training set and then pick out the best one with the highest accuracy as an approximation of the time-consuming limit state function. However, the traditional method increases the risk of adopting an inappropriate model and does not take full advantage of the data devoted to constructing different surrogates. Furthermore, obtaining more samples is very expensive and sometimes even impossible. Therefore, to save the cost of constructing the surrogate and improve the prediction accuracy, an ensemble strategy is proposed in this paper for efficiently analyzing the structural reliability. The values of the weights are obtained by a recursive process and the leave-one-out technique, in which the values are updated in each iteration until a given prediction accuracy is achieved. Besides, a learning function is used to guide the selection of the next sampling candidate. Because the learning function utilizes the uncertainty estimator of the surrogate to guide the design of experiments (DoE), to accurately calculate the uncertainty estimator of the ensemble of surrogates, the concept of weighted mean square error is proposed. After the high-quality ensemble of surrogates of the limit state function is available, the Monte Carlo method is employed to calculate the failure probabilities. The proposed method is evaluated by three analytic problems and one engineering problem. The results show that the proposed ensemble of surrogates has better prediction accuracy and robustness than the stand-alone surrogates and the existing ensemble techniques.

Highlights

  • Nowadays, computer simulations are a major tool to design engineering structures for accurate analysis of their performance

  • We propose the concept of weighted mean square error to calculate the uncertainty for ensemble of surrogates, which is constructed as MSEEN(y􏽢(x)) 􏽘Nj 1ωi􏽨y􏽢j(x) − y􏽢EN(x)􏽩2, (19)

  • In order to compare the performance of different surrogates, after high-quality approximate models of the limit state equations for the four cases are obtained by using the above-mentioned metamodeling techniques, the Monte Carlo (MCS) method is employed to perform the reliability analysis. e results are provided in Table 5 including the time of surrogate construction (Tcon), the estimation of failure probability (Pf ), and the relative error (ΔPf ) compared with MCS

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Summary

Introduction

Computer simulations are a major tool to design engineering structures for accurate analysis of their performance. Uncertainty in the parameters characterizing the mechanical behavior of a structure and loads acting on it calls for reliability analysis. When computer simulations are combined with the reliability assessments, the computational cost tends to increase, especially when complex nonlinear limit state functions are involved [2]. Us, assessing the reliability of a complex structure requires a transaction between the reliability algorithms and numerical simulation methods used to analyze the mechanical behavior of the structure. In a reliability assessment problem, the safety domain of the structure under a given failure mode is described by the limit state function g(x), which is often determined by the FEM G and a given threshold value z, and the response function g(x) is defined by g(x) G(x) − z, (1). When computer simulations are combined with the reliability assessments, the computational cost tends to increase, especially when complex nonlinear limit state functions are involved [2]. us, assessing the reliability of a complex structure requires a transaction between the reliability algorithms and numerical simulation methods used to analyze the mechanical behavior of the structure.

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