Model Updating Method Based on Kriging Model for Structural Dynamics

Model updating in structural dynamics has attracted much attention in recent decades. And high computational cost is frequently encountered during model updating. Surrogate model has attracted considerable attention for saving computational cost in finite element model updating (FEMU). In this study...

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Main Authors: Hong Yin, Jingjing Ma, Kangli Dong, Zhenrui Peng, Pan Cui, Chenghao Yang
Format: Article
Language:English
Published: Wiley 2019-01-01
Series:Shock and Vibration
Online Access:http://dx.doi.org/10.1155/2019/8086024
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author Hong Yin
Jingjing Ma
Kangli Dong
Zhenrui Peng
Pan Cui
Chenghao Yang
author_facet Hong Yin
Jingjing Ma
Kangli Dong
Zhenrui Peng
Pan Cui
Chenghao Yang
author_sort Hong Yin
collection DOAJ
description Model updating in structural dynamics has attracted much attention in recent decades. And high computational cost is frequently encountered during model updating. Surrogate model has attracted considerable attention for saving computational cost in finite element model updating (FEMU). In this study, a model updating method using frequency response function (FRF) based on Kriging model is proposed. The optimal excitation point is selected by using modal participation criterion. Initial sample points are chosen via design of experiment (DOE), and Kriging model is built using the corresponding acceleration frequency response functions. Then, Kriging model is improved via new sample points using mean square error (MSE) criterion and is used to replace the finite element model to participate in optimization. Cuckoo algorithm is used to obtain the updating parameters, where the objective function with the minimum frequency response deviation is constructed. And the proposed method is applied to a plane truss model FEMU, and the results are compared with those by the second-order response surface model (RSM) and the radial basis function model (RBF). The analysis results showed that the proposed method has good accuracy and high computational efficiency; errors of updating parameters are less than 0.2%; damage identification is with high precision. After updating, the curves of real and imaginary parts of acceleration FRF are in good agreement with the real ones.
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institution Kabale University
issn 1070-9622
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language English
publishDate 2019-01-01
publisher Wiley
record_format Article
series Shock and Vibration
spelling doaj-art-6f5ee2ce906148af9f22e14fcfb7cb672025-02-03T07:26:05ZengWileyShock and Vibration1070-96221875-92032019-01-01201910.1155/2019/80860248086024Model Updating Method Based on Kriging Model for Structural DynamicsHong Yin0Jingjing Ma1Kangli Dong2Zhenrui Peng3Pan Cui4Chenghao Yang5School of Mechatronic Engineering, Lanzhou Jiaotong University, Lanzhou 730070, ChinaSchool of Mechatronic Engineering, Lanzhou Jiaotong University, Lanzhou 730070, ChinaSchool of Mechatronic Engineering, Lanzhou Jiaotong University, Lanzhou 730070, ChinaSchool of Mechatronic Engineering, Lanzhou Jiaotong University, Lanzhou 730070, ChinaSchool of Mechatronic Engineering, Lanzhou Jiaotong University, Lanzhou 730070, ChinaSchool of Mechatronic Engineering, Lanzhou Jiaotong University, Lanzhou 730070, ChinaModel updating in structural dynamics has attracted much attention in recent decades. And high computational cost is frequently encountered during model updating. Surrogate model has attracted considerable attention for saving computational cost in finite element model updating (FEMU). In this study, a model updating method using frequency response function (FRF) based on Kriging model is proposed. The optimal excitation point is selected by using modal participation criterion. Initial sample points are chosen via design of experiment (DOE), and Kriging model is built using the corresponding acceleration frequency response functions. Then, Kriging model is improved via new sample points using mean square error (MSE) criterion and is used to replace the finite element model to participate in optimization. Cuckoo algorithm is used to obtain the updating parameters, where the objective function with the minimum frequency response deviation is constructed. And the proposed method is applied to a plane truss model FEMU, and the results are compared with those by the second-order response surface model (RSM) and the radial basis function model (RBF). The analysis results showed that the proposed method has good accuracy and high computational efficiency; errors of updating parameters are less than 0.2%; damage identification is with high precision. After updating, the curves of real and imaginary parts of acceleration FRF are in good agreement with the real ones.http://dx.doi.org/10.1155/2019/8086024
spellingShingle Hong Yin
Jingjing Ma
Kangli Dong
Zhenrui Peng
Pan Cui
Chenghao Yang
Model Updating Method Based on Kriging Model for Structural Dynamics
Shock and Vibration
title Model Updating Method Based on Kriging Model for Structural Dynamics
title_full Model Updating Method Based on Kriging Model for Structural Dynamics
title_fullStr Model Updating Method Based on Kriging Model for Structural Dynamics
title_full_unstemmed Model Updating Method Based on Kriging Model for Structural Dynamics
title_short Model Updating Method Based on Kriging Model for Structural Dynamics
title_sort model updating method based on kriging model for structural dynamics
url http://dx.doi.org/10.1155/2019/8086024
work_keys_str_mv AT hongyin modelupdatingmethodbasedonkrigingmodelforstructuraldynamics
AT jingjingma modelupdatingmethodbasedonkrigingmodelforstructuraldynamics
AT kanglidong modelupdatingmethodbasedonkrigingmodelforstructuraldynamics
AT zhenruipeng modelupdatingmethodbasedonkrigingmodelforstructuraldynamics
AT pancui modelupdatingmethodbasedonkrigingmodelforstructuraldynamics
AT chenghaoyang modelupdatingmethodbasedonkrigingmodelforstructuraldynamics