Numerical Simulation of Single-Point Mount PZT-Interface for Admittance-Based Anchor Force Monitoring

This study investigates the dynamic characteristics of a smart PZT interface mounted on a prestressed anchorage to verify the numerical feasibility of the admittance-based anchor force monitoring technique. Firstly, the admittance-based anchor force monitoring technique through a single-mount PZT in...

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Autores principales: Trung-Hau Nguyen, Thi Tuong Vy Phan, Thanh-Cao Le, Duc-Duy Ho, Thanh-Canh Huynh
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Lenguaje:EN
Publicado: MDPI AG 2021
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Acceso en línea:https://doaj.org/article/638b1a8e06e643518682d91ca9759d58
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spelling oai:doaj.org-article:638b1a8e06e643518682d91ca9759d582021-11-25T17:00:21ZNumerical Simulation of Single-Point Mount PZT-Interface for Admittance-Based Anchor Force Monitoring10.3390/buildings111105502075-5309https://doaj.org/article/638b1a8e06e643518682d91ca9759d582021-11-01T00:00:00Zhttps://www.mdpi.com/2075-5309/11/11/550https://doaj.org/toc/2075-5309This study investigates the dynamic characteristics of a smart PZT interface mounted on a prestressed anchorage to verify the numerical feasibility of the admittance-based anchor force monitoring technique. Firstly, the admittance-based anchor force monitoring technique through a single-mount PZT interface is outlined. The admittance response of the PZT interface-anchorage system is theoretically derived to show the proof-of-concept of the technique for anchor force monitoring. Secondly, a finite element model corresponding to a well-established experimental model in the literature is constructed. The effect of anchor force is equivalently treated by the contact stiffness and damping parameters at the bottom surface of the anchorage. Thirdly, the admittance and the impedance responses are numerically analyzed and compared with the experimental data to evaluate the accuracy of the numerical modelling technique. Fourthly, the local dynamics of the PZT interface are analyzed by modal analysis to determine vibration modes that are sensitive to the change in the contact stiffness (i.e., representing the anchor force). Finally, the admittance responses corresponding to the sensitive vibration modes are numerically analyzed under the change in the contact stiffness. The frequency shift and the admittance change are quantified by statistical damage indices to verify the numerical feasibility of the anchor force monitoring technique via the smart PZT interface. The study is expected to provide a reference numerical model for the design of the single-point mount PZT interface.Trung-Hau NguyenThi Tuong Vy PhanThanh-Cao LeDuc-Duy HoThanh-Canh HuynhMDPI AGarticlepiezoelectric sensoradmittance methoddynamic characteristicsPZT interfacefinite element modelanchor forceBuilding constructionTH1-9745ENBuildings, Vol 11, Iss 550, p 550 (2021)
institution DOAJ
collection DOAJ
language EN
topic piezoelectric sensor
admittance method
dynamic characteristics
PZT interface
finite element model
anchor force
Building construction
TH1-9745
spellingShingle piezoelectric sensor
admittance method
dynamic characteristics
PZT interface
finite element model
anchor force
Building construction
TH1-9745
Trung-Hau Nguyen
Thi Tuong Vy Phan
Thanh-Cao Le
Duc-Duy Ho
Thanh-Canh Huynh
Numerical Simulation of Single-Point Mount PZT-Interface for Admittance-Based Anchor Force Monitoring
description This study investigates the dynamic characteristics of a smart PZT interface mounted on a prestressed anchorage to verify the numerical feasibility of the admittance-based anchor force monitoring technique. Firstly, the admittance-based anchor force monitoring technique through a single-mount PZT interface is outlined. The admittance response of the PZT interface-anchorage system is theoretically derived to show the proof-of-concept of the technique for anchor force monitoring. Secondly, a finite element model corresponding to a well-established experimental model in the literature is constructed. The effect of anchor force is equivalently treated by the contact stiffness and damping parameters at the bottom surface of the anchorage. Thirdly, the admittance and the impedance responses are numerically analyzed and compared with the experimental data to evaluate the accuracy of the numerical modelling technique. Fourthly, the local dynamics of the PZT interface are analyzed by modal analysis to determine vibration modes that are sensitive to the change in the contact stiffness (i.e., representing the anchor force). Finally, the admittance responses corresponding to the sensitive vibration modes are numerically analyzed under the change in the contact stiffness. The frequency shift and the admittance change are quantified by statistical damage indices to verify the numerical feasibility of the anchor force monitoring technique via the smart PZT interface. The study is expected to provide a reference numerical model for the design of the single-point mount PZT interface.
format article
author Trung-Hau Nguyen
Thi Tuong Vy Phan
Thanh-Cao Le
Duc-Duy Ho
Thanh-Canh Huynh
author_facet Trung-Hau Nguyen
Thi Tuong Vy Phan
Thanh-Cao Le
Duc-Duy Ho
Thanh-Canh Huynh
author_sort Trung-Hau Nguyen
title Numerical Simulation of Single-Point Mount PZT-Interface for Admittance-Based Anchor Force Monitoring
title_short Numerical Simulation of Single-Point Mount PZT-Interface for Admittance-Based Anchor Force Monitoring
title_full Numerical Simulation of Single-Point Mount PZT-Interface for Admittance-Based Anchor Force Monitoring
title_fullStr Numerical Simulation of Single-Point Mount PZT-Interface for Admittance-Based Anchor Force Monitoring
title_full_unstemmed Numerical Simulation of Single-Point Mount PZT-Interface for Admittance-Based Anchor Force Monitoring
title_sort numerical simulation of single-point mount pzt-interface for admittance-based anchor force monitoring
publisher MDPI AG
publishDate 2021
url https://doaj.org/article/638b1a8e06e643518682d91ca9759d58
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AT thanhcaole numericalsimulationofsinglepointmountpztinterfaceforadmittancebasedanchorforcemonitoring
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