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Frequency-based decoupling and finite element model updating in vibration of cable–beam systems

Interactions between cable and structure affect the modal properties of cabled structures such as overhead electricity transmission and distribution line systems. Modal properties of a single in-service pole are difficult to determine. A frequency response function of a pole impacted with a modal ha...

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Autores principales: Jalali, Mohammad Hadi, Rideout, D. Geoff
Formato: Online Artículo Texto
Lenguaje:English
Publicado: SAGE Publications 2021
Materias:
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC9160960/
https://www.ncbi.nlm.nih.gov/pubmed/35663192
http://dx.doi.org/10.1177/1077546321996936
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author Jalali, Mohammad Hadi
Rideout, D. Geoff
author_facet Jalali, Mohammad Hadi
Rideout, D. Geoff
author_sort Jalali, Mohammad Hadi
collection PubMed
description Interactions between cable and structure affect the modal properties of cabled structures such as overhead electricity transmission and distribution line systems. Modal properties of a single in-service pole are difficult to determine. A frequency response function of a pole impacted with a modal hammer will contain information about not only the pole but also the conductors and adjacent poles connected thereby. This article presents a generally applicable method to extract modal properties of a single structural element, within an interacting system of cables and structures, with particular application to electricity poles. A scalable experimental lab-scale pole-line consisting of a cantilever beam and stranded cable and a more complex system consisting of three cantilever beams and a stranded cable are used to validate the method. The frequency response function of a cantilever (“pole”) is predicted by substructural decoupling of measured cable dynamics (known frequency response function matrix) from the measured response of the assembled cable–beam system (known frequency response function matrix). Various amounts of sag can be present in the cable. Comparison of the estimated and directly obtained pole frequency response functions show good agreement, demonstrating that the method can be used in cabled structures to obtain modal properties of an individual structural element with the effects of cables and adjacent structural elements filtered out. A frequency response function–based finite element model updating is then proposed to overcome the practical limitation of accessing some components of the real-world system for mounting sensors. Frequency response functions corresponding to inaccessible points are generated based on the measured frequency response functions corresponding to accessible points. The results verify that the frequency response function–based finite element model updating can be used for substructural decoupling of systems in which some essential points, such as coupling points, are inaccessible for direct frequency response function measurement.
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spelling pubmed-91609602022-06-03 Frequency-based decoupling and finite element model updating in vibration of cable–beam systems Jalali, Mohammad Hadi Rideout, D. Geoff J Vib Control Articles Interactions between cable and structure affect the modal properties of cabled structures such as overhead electricity transmission and distribution line systems. Modal properties of a single in-service pole are difficult to determine. A frequency response function of a pole impacted with a modal hammer will contain information about not only the pole but also the conductors and adjacent poles connected thereby. This article presents a generally applicable method to extract modal properties of a single structural element, within an interacting system of cables and structures, with particular application to electricity poles. A scalable experimental lab-scale pole-line consisting of a cantilever beam and stranded cable and a more complex system consisting of three cantilever beams and a stranded cable are used to validate the method. The frequency response function of a cantilever (“pole”) is predicted by substructural decoupling of measured cable dynamics (known frequency response function matrix) from the measured response of the assembled cable–beam system (known frequency response function matrix). Various amounts of sag can be present in the cable. Comparison of the estimated and directly obtained pole frequency response functions show good agreement, demonstrating that the method can be used in cabled structures to obtain modal properties of an individual structural element with the effects of cables and adjacent structural elements filtered out. A frequency response function–based finite element model updating is then proposed to overcome the practical limitation of accessing some components of the real-world system for mounting sensors. Frequency response functions corresponding to inaccessible points are generated based on the measured frequency response functions corresponding to accessible points. The results verify that the frequency response function–based finite element model updating can be used for substructural decoupling of systems in which some essential points, such as coupling points, are inaccessible for direct frequency response function measurement. SAGE Publications 2021-03-10 2022-06 /pmc/articles/PMC9160960/ /pubmed/35663192 http://dx.doi.org/10.1177/1077546321996936 Text en © The Author(s) 2021 https://creativecommons.org/licenses/by-nc/4.0/This article is distributed under the terms of the Creative Commons Attribution-NonCommercial 4.0 License (https://creativecommons.org/licenses/by-nc/4.0/) which permits non-commercial use, reproduction and distribution of the work without further permission provided the original work is attributed as specified on the SAGE and Open Access page (https://us.sagepub.com/en-us/nam/open-access-at-sage).
spellingShingle Articles
Jalali, Mohammad Hadi
Rideout, D. Geoff
Frequency-based decoupling and finite element model updating in vibration of cable–beam systems
title Frequency-based decoupling and finite element model updating in vibration of cable–beam systems
title_full Frequency-based decoupling and finite element model updating in vibration of cable–beam systems
title_fullStr Frequency-based decoupling and finite element model updating in vibration of cable–beam systems
title_full_unstemmed Frequency-based decoupling and finite element model updating in vibration of cable–beam systems
title_short Frequency-based decoupling and finite element model updating in vibration of cable–beam systems
title_sort frequency-based decoupling and finite element model updating in vibration of cable–beam systems
topic Articles
url https://www.ncbi.nlm.nih.gov/pmc/articles/PMC9160960/
https://www.ncbi.nlm.nih.gov/pubmed/35663192
http://dx.doi.org/10.1177/1077546321996936
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