Two-Step Calibration Method for Inverse Finite Element with Small Sample Features

When the inverse finite element method (inverse FEM) is used to reconstruct the deformation field of a multi-element structure with strain measurements, strain measurement errors can lower the reconstruction accuracy of the deformation field. Furthermore, the calibration ability of a self-structurin...

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Main Authors: Libo Xu, Feifei Zhao, Jingli Du, Hong Bao
Format: Article
Language:English
Published: MDPI AG 2020-08-01
Series:Sensors
Subjects:
Online Access:https://www.mdpi.com/1424-8220/20/16/4602
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spelling doaj-40b24fbaaaca4232ba17aed12cbdda162020-11-25T03:30:27ZengMDPI AGSensors1424-82202020-08-01204602460210.3390/s20164602Two-Step Calibration Method for Inverse Finite Element with Small Sample FeaturesLibo Xu0Feifei Zhao1Jingli Du2Hong Bao3Key Laboratory of Electronic Equipment Structure Design of Ministry of Education, Xidian University,Xi’an 710071, ChinaKey Laboratory of Electronic Equipment Structure Design of Ministry of Education, Xidian University,Xi’an 710071, ChinaKey Laboratory of Electronic Equipment Structure Design of Ministry of Education, Xidian University,Xi’an 710071, ChinaKey Laboratory of Electronic Equipment Structure Design of Ministry of Education, Xidian University,Xi’an 710071, ChinaWhen the inverse finite element method (inverse FEM) is used to reconstruct the deformation field of a multi-element structure with strain measurements, strain measurement errors can lower the reconstruction accuracy of the deformation field. Furthermore, the calibration ability of a self-structuring fuzzy network (SSFN) is weak when few strain samples are used to train the SSFN. To solve this problem, a novel two-step calibration method for improving the reconstruction accuracy of the inverse FEM method is proposed in this paper. Initially, the errors derived from measured displacements and reconstructed displacements are distributed to the degrees of freedom (DOFs) of nodes. Then, the DOFs of nodes are used as knots, in order to produce non-uniform rational B-spline (NURBS) curves, such that the sample size employed to train the SSFN can be enriched. Next, the SSFN model is used to determine the relationship between the measured strain and the DOFs of the end nodes. A loading deformation experiment using a three-element structure demonstrates that the proposed algorithm can significantly improve the accuracy of reconstruction displacement.https://www.mdpi.com/1424-8220/20/16/4602non-uniform rational B-splineinverse finite elementdeformation reconstructionfuzzy network
collection DOAJ
language English
format Article
sources DOAJ
author Libo Xu
Feifei Zhao
Jingli Du
Hong Bao
spellingShingle Libo Xu
Feifei Zhao
Jingli Du
Hong Bao
Two-Step Calibration Method for Inverse Finite Element with Small Sample Features
Sensors
non-uniform rational B-spline
inverse finite element
deformation reconstruction
fuzzy network
author_facet Libo Xu
Feifei Zhao
Jingli Du
Hong Bao
author_sort Libo Xu
title Two-Step Calibration Method for Inverse Finite Element with Small Sample Features
title_short Two-Step Calibration Method for Inverse Finite Element with Small Sample Features
title_full Two-Step Calibration Method for Inverse Finite Element with Small Sample Features
title_fullStr Two-Step Calibration Method for Inverse Finite Element with Small Sample Features
title_full_unstemmed Two-Step Calibration Method for Inverse Finite Element with Small Sample Features
title_sort two-step calibration method for inverse finite element with small sample features
publisher MDPI AG
series Sensors
issn 1424-8220
publishDate 2020-08-01
description When the inverse finite element method (inverse FEM) is used to reconstruct the deformation field of a multi-element structure with strain measurements, strain measurement errors can lower the reconstruction accuracy of the deformation field. Furthermore, the calibration ability of a self-structuring fuzzy network (SSFN) is weak when few strain samples are used to train the SSFN. To solve this problem, a novel two-step calibration method for improving the reconstruction accuracy of the inverse FEM method is proposed in this paper. Initially, the errors derived from measured displacements and reconstructed displacements are distributed to the degrees of freedom (DOFs) of nodes. Then, the DOFs of nodes are used as knots, in order to produce non-uniform rational B-spline (NURBS) curves, such that the sample size employed to train the SSFN can be enriched. Next, the SSFN model is used to determine the relationship between the measured strain and the DOFs of the end nodes. A loading deformation experiment using a three-element structure demonstrates that the proposed algorithm can significantly improve the accuracy of reconstruction displacement.
topic non-uniform rational B-spline
inverse finite element
deformation reconstruction
fuzzy network
url https://www.mdpi.com/1424-8220/20/16/4602
work_keys_str_mv AT liboxu twostepcalibrationmethodforinversefiniteelementwithsmallsamplefeatures
AT feifeizhao twostepcalibrationmethodforinversefiniteelementwithsmallsamplefeatures
AT jinglidu twostepcalibrationmethodforinversefiniteelementwithsmallsamplefeatures
AT hongbao twostepcalibrationmethodforinversefiniteelementwithsmallsamplefeatures
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