基于PC-Kriging的桁架结构系统可靠性分析自适应方法

Pengyu Chen, C. Zhao, Hejun Yao, Shengnan Zhao
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引用次数: 0

摘要

在实际应用中,桁架由大量构件组成,使其成为一个复杂的系统。由于计算成本的原因,这导致难以估计系统的可靠性。因此,提出了一种自适应方法来处理这一问题。构建全局元模型,快速估计桁架的粗可靠度指标。根据估计的可靠性指标,采用差分进化算法在扩展域内生成更多的样本,从而识别出更多具有代表性的失效模式。结合AK-SYSi,建立具有代表性的失效模式的局部元模型,并通过主动学习进行更新。当满足收敛准则时,就可以得到系统可靠性分析的结果。最后,通过对桁架结构的算例分析,说明了该方法在平衡精度和效率方面的优越性。结果表明,该方法在桁架系统可靠性分析中取得了精度与效率的良好平衡。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
An adaptive method based on PC-Kriging for system reliability analysis of truss structures
In practice, a truss consists of a large number of members which makes it a complex system. This leads to difficulties to estimate the system reliability due to computational costs. An adaptive method is thereby proposed to deal with this issue. It constructs a global metamodel to quickly estimate the rough reliability index of a truss. According to the estimated reliability index, the differential evolution algorithm is performed to generate more samples located in an expanded domain so that more representative failure modes can be identified. Combined with AK-SYSi, local metamodels of representative failure mods are built, and updated through active learning. When the convergence criterion is satisfied, the results of system reliability analysis can be obtained. Eventually, two examples of truss structures are studied to illustrate the superiority of the proposed method in balancing accuracy and efficiency. The results indicate that the proposed method makes a good balance between accuracy and efficiency when it is applied to analyze the system reliability of the truss.
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