A novel and efficient stochastic collocation method for estimating failure probability function in one-dimensional reduced space

被引:2
作者
Chen, Zhuangbo [1 ]
Lu, Zhenzhou [1 ]
Feng, Kaixuan [2 ]
Li, Hengchao [1 ]
Yan, Yuhua [1 ]
机构
[1] Northwestern Polytech Univ, Sch Aeronaut, State Key Lab Clean & Efficient Turbomachinery Pow, Xian 710072, Shaanxi, Peoples R China
[2] Tongji Univ, Sch Aerosp Engn & Appl Mech, Shanghai 200092, Peoples R China
基金
中国国家自然科学基金;
关键词
Structural reliability; Failure probability function; Stochastic collocation method; Mixed -degree cubature formula; Strength-stress model; Resistance-load model; PARTIAL-DIFFERENTIAL-EQUATIONS; RELIABILITY-ANALYSIS; OPTIMIZATION; SENSITIVITY;
D O I
10.1016/j.compstruc.2024.107365
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
Failure probability function (FPF) is an important index when measuring the effect of random input distribution parameters on the safety of structures. It can decouple reliability-based design optimization. However, efficient estimation of the FPF is challenging. This study proposes a novel stochastic collocation method for estimating the FPF. The novelty of the proposed method lies in three aspects: First, an equivalent integral expression is proposed for the FPF in one-dimensional reduced space, enabling FPF estimation using an efficient stochastic collocation method. Secondly, a unified sampling density function is constructed to remove the coupling between the computational cost of FPF estimation and the number of distribution parameter realizations. Thirdly, a stochastic collocation point set is derived and shared to estimate the whole FPF using arbitrary distribution parameter realization. The proposed method is particularly suitable for the strength-stress and resistance-load models used in the field of engineering. The efficiency and accuracy of the proposed method are verified by several examples.
引用
收藏
页数:19
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