An efficient Bayesian method with intrusive homotopy surrogate model for stochastic model updating

被引:29
作者
Chen, Hui [1 ,2 ]
Huang, Bin [1 ,3 ]
Zhang, Heng [4 ]
Xue, Kaiyi [1 ]
Sun, Ming [1 ]
Wu, Zhifeng [1 ,5 ]
机构
[1] Wuhan Univ Technol, Sch Civil Engn & Architecture, Wuhan 430070, Peoples R China
[2] Wuhan Inst Technol, Coll Post & Telecommun, Wuhan, Peoples R China
[3] Wuhan Univ Technol, Hainan Inst, Sanya, Peoples R China
[4] Yangtze Univ, Sch Urban Construct, Jingzhou, Peoples R China
[5] Huazhong Univ Sci & Technol, Sch Civil & Hydraul Engn, Wuhan, Peoples R China
基金
中国国家自然科学基金; 海南省自然科学基金;
关键词
INCOMPLETE MODAL DATA; DAMAGE IDENTIFICATION; UNCERTAINTIES; FREQUENCY;
D O I
10.1111/mice.13206
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
This paper proposes a new stochastic model updating method based on the homotopy surrogate model (HSM) and Bayesian sampling. As a novel intrusive surrogate model, the HSM is established by the homotopy stochastic finite element (FE) method. Then combining the advanced delayed-rejection adaptive Metropolis-Hastings sampling technology with HSM, the structural FE model can be updated by uncertain measurement modal data. The numerical results show that the updating effectiveness of the proposed method is better than that of the Bayesian methods with the non-intrusive surrogate models, such as stochastic response surface model and Kriging model. Compared to the Bayesian method with the intrusive second-order perturbation model, the updating results of the proposed method are more accurate, especially when the fluctuation of the uncertain measured data is large and the stiffness of the structure significantly changes. The model updating results of a cable-stayed bridge show that the statistic modal properties of the updated bridge model have a very good agreement with the uncertain measurement modal data.
引用
收藏
页码:2500 / 2516
页数:17
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