Abstract

In the past few years, the Kriging model based on the adaptive design of experiments (DoE) has attracted extensive attention in analyzing the reliability of structures involving time-consuming simulations or complicated implicit performance function. Although varieties of sampling strategies have been proposed, they update DoE mainly by selecting the sample at which its corresponding learning function value is the maximum or minimum. However, there are usually two drawbacks. First, the training samples in DoE are easily clustered or overlapped. Second, the existing strategies usually only consider the improvement of prediction accuracy at the new training sample rather than the accuracy improvement of the region near the new training sample. Unfortunately, these two drawbacks can cause some unnecessary performance function evaluations. Therefore, an efficient adaptive sampling strategy and reliability analysis algorithm based on Kriging model, weighted average misclassification rate, sampling uniformity and gradient of prediction uncertainty are proposed. Furthermore, an improved stopping criterion based on the relative error estimation of failure probability is also developed to further reduce iteration. Subsequently, two explicit examples from the literature are analyzed to verify the effectiveness and superiority of the proposed method. Finally, a truss structure subjected to six external loads is investigated to illustrate the feasibility of the proposed reliability analysis method in engineering applications.

Highlights

  • For an engineering structure or system, the uncertainties of its intrinsic properties or external loads affect the working performance and safety

  • On the basis of learning functions, various strategies for design of experiments (DoE) are proposed from the aspects of sampling region and error estimation of failure probability to further reduce the calls of performance function, such as sequential Kriging reliability analysis method (SKRA) [25], global sensitive analysis-enhanced surrogate modeling (GSAS) [26], failure-pursuing sampling

  • Given that the stopping criteria corresponding to existing learning functions will cause unnecessary calls of performance function, Hu and Wang et al [14], [26] develop two similar stopping criteria based on the relative error estimation of failure probability

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Summary

INTRODUCTION

For an engineering structure or system, the uncertainties of its intrinsic properties or external loads affect the working performance and safety. On the basis of learning functions, various strategies for DoE are proposed from the aspects of sampling region and error estimation of failure probability to further reduce the calls of performance function, such as sequential Kriging reliability analysis method (SKRA) [25], global sensitive analysis-enhanced surrogate modeling (GSAS) [26], failure-pursuing sampling. Hu and Wang et al [14], [26] develop two similar stopping criteria based on the error estimation of failure probability, their stopping criteria still have defects due to conservative or inaccurate estimations To this end, this research introduces an efficient reliability analysis method which combines Kriging and learning function U and takes into consideration the sampling uniformity and the gradient information of prediction uncertainty.

KRIGING METHOD FOR RELIABILITY ANALYSIS
LEARNING FUNCTION EFF
A NEW STRATEGY OF DETERMINING THE OPTIMAL SAMPLE
STOPPING CRITERION
THE ENTIRE PROCEDURES OF THE PROPOSED RELIABILITY ANALYSIS APPROACH
ENGINEERING APPLICATION
Findings
CONCLUSIONS
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