Stochastic static finite element model updating using the Bayesian method integrating homotopy surrogate model

IF 4.4 2区 工程技术 Q1 COMPUTER SCIENCE, INTERDISCIPLINARY APPLICATIONS
Bin Huang , Ming Sun , Hui Chen , Zhifeng Wu
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引用次数: 0

Abstract

The Bayesian model updating method usually involves tens of thousands of finite element model calculations, which will bring huge computational costs to large structures such as bridges. To reduce the computational costs, this paper develops a highly efficient Bayesian model updating method based on a new static homotopy surrogate model. The new surrogate model is established on the basis of the finite element model using the stochastic homotopy method, which is different from the existing surrogate models that depend on the selected samples. Then by using the hybrid Monte Carlo sampling algorithm integrating the homotopy surrogate model, the static Bayesian model updating of structure is implemented. The numerical example of a plate demonstrates that the established surrogate model has higher accuracy than the polynomial response surface model and Kriging model. Based on the uncertain static test data, the finite element model of a continuous concrete box-girder bridge is efficiently updated using the new method. And the statistics of the displacements in the updated bridge are in good agreement with that of the uncertain measurement data.
利用贝叶斯方法积分同伦代理模型对随机静态有限元模型进行修正
贝叶斯模型更新方法通常涉及数万次有限元模型计算,这将给桥梁等大型结构带来巨大的计算成本。为了减少计算量,本文基于一种新的静态同伦代理模型,提出了一种高效的贝叶斯模型更新方法。新的代理模型是在有限元模型的基础上,采用随机同伦方法建立的,不同于现有的代理模型依赖于所选样本。然后利用集成同伦代理模型的混合蒙特卡罗采样算法,实现了结构的静态贝叶斯模型更新。数值算例表明,所建立的替代模型比多项式响应面模型和Kriging模型具有更高的精度。该方法基于不确定的静力试验数据,有效地更新了混凝土连续箱梁桥的有限元模型。更新后的桥梁位移统计值与实测数据的不确定值吻合较好。
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来源期刊
Computers & Structures
Computers & Structures 工程技术-工程:土木
CiteScore
8.80
自引率
6.40%
发文量
122
审稿时长
33 days
期刊介绍: Computers & Structures publishes advances in the development and use of computational methods for the solution of problems in engineering and the sciences. The range of appropriate contributions is wide, and includes papers on establishing appropriate mathematical models and their numerical solution in all areas of mechanics. The journal also includes articles that present a substantial review of a field in the topics of the journal.
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