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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MDPI AG
2021
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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) |
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piezoelectric sensor admittance method dynamic characteristics PZT interface finite element model anchor force Building construction TH1-9745 |
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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 |
work_keys_str_mv |
AT trunghaunguyen numericalsimulationofsinglepointmountpztinterfaceforadmittancebasedanchorforcemonitoring AT thituongvyphan numericalsimulationofsinglepointmountpztinterfaceforadmittancebasedanchorforcemonitoring AT thanhcaole numericalsimulationofsinglepointmountpztinterfaceforadmittancebasedanchorforcemonitoring AT ducduyho numericalsimulationofsinglepointmountpztinterfaceforadmittancebasedanchorforcemonitoring AT thanhcanhhuynh numericalsimulationofsinglepointmountpztinterfaceforadmittancebasedanchorforcemonitoring |
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1718412778708926464 |