Structural health monitoring of layered structure by strain measurements

Structural health monitoring (SHM) of building structures is a very important technology in the effort to realize a sustainable society. Various studies on SHM have been carried out, and it is effective because it avoids accidents and predicts behaviour of structures. In this study, we proposed a me...

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Autores principales: Shozo KAWAMURA, Sho MIYAGI, Tomohiko ISE, Masami MATSUBARA
Formato: article
Lenguaje:EN
Publicado: The Japan Society of Mechanical Engineers 2019
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shm
Acceso en línea:https://doaj.org/article/bf7be5bd79bd4725b5f42ffc39f3c6ae
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spelling oai:doaj.org-article:bf7be5bd79bd4725b5f42ffc39f3c6ae2021-11-29T05:34:41ZStructural health monitoring of layered structure by strain measurements2187-974510.1299/mej.18-00390https://doaj.org/article/bf7be5bd79bd4725b5f42ffc39f3c6ae2019-02-01T00:00:00Zhttps://www.jstage.jst.go.jp/article/mej/6/1/6_18-00390/_pdf/-char/enhttps://doaj.org/toc/2187-9745Structural health monitoring (SHM) of building structures is a very important technology in the effort to realize a sustainable society. Various studies on SHM have been carried out, and it is effective because it avoids accidents and predicts behaviour of structures. In this study, we proposed a method of SHM for a layered structure, in which the abnormal layer of the structure was identified by strain measurement. The main point of the study is that rotational degrees of freedom are constrained at both ends of the wall, so that the wall of each layer vibrates individually. First, in the normal condition, a location where the strain is almost zero on the outer wall of each layer is specified, and the strain at that point is constantly measured. Then, when an abnormality occurs in a certain layer, a significant value of strain appears in the abnormal layer where the strain is originally zero. We verify the proposed method by numerical simulation. We consider a three-layered structure, modelled as a cantilever beam. Abnormality is assumed to be the decrement of stiffness at a certain element, and it was shown that the effect of abnormality appeared throughout the structure in the natural vibration mode while it appeared locally in the strain measurement. The random response was then calculated by numerical integration, and the layer where the abnormality occurred could be identified by using the proposed method. Finally, we checked the applicability of the proposed method by experiment. As a result, it was shown that the method was possible to identify the layer where an abnormality occurred as well as numerical simulation.Shozo KAWAMURASho MIYAGITomohiko ISEMasami MATSUBARAThe Japan Society of Mechanical Engineersarticleshmstrain measurementlayered structurenatural vibration moderandom responseMechanical engineering and machineryTJ1-1570ENMechanical Engineering Journal, Vol 6, Iss 1, Pp 18-00390-18-00390 (2019)
institution DOAJ
collection DOAJ
language EN
topic shm
strain measurement
layered structure
natural vibration mode
random response
Mechanical engineering and machinery
TJ1-1570
spellingShingle shm
strain measurement
layered structure
natural vibration mode
random response
Mechanical engineering and machinery
TJ1-1570
Shozo KAWAMURA
Sho MIYAGI
Tomohiko ISE
Masami MATSUBARA
Structural health monitoring of layered structure by strain measurements
description Structural health monitoring (SHM) of building structures is a very important technology in the effort to realize a sustainable society. Various studies on SHM have been carried out, and it is effective because it avoids accidents and predicts behaviour of structures. In this study, we proposed a method of SHM for a layered structure, in which the abnormal layer of the structure was identified by strain measurement. The main point of the study is that rotational degrees of freedom are constrained at both ends of the wall, so that the wall of each layer vibrates individually. First, in the normal condition, a location where the strain is almost zero on the outer wall of each layer is specified, and the strain at that point is constantly measured. Then, when an abnormality occurs in a certain layer, a significant value of strain appears in the abnormal layer where the strain is originally zero. We verify the proposed method by numerical simulation. We consider a three-layered structure, modelled as a cantilever beam. Abnormality is assumed to be the decrement of stiffness at a certain element, and it was shown that the effect of abnormality appeared throughout the structure in the natural vibration mode while it appeared locally in the strain measurement. The random response was then calculated by numerical integration, and the layer where the abnormality occurred could be identified by using the proposed method. Finally, we checked the applicability of the proposed method by experiment. As a result, it was shown that the method was possible to identify the layer where an abnormality occurred as well as numerical simulation.
format article
author Shozo KAWAMURA
Sho MIYAGI
Tomohiko ISE
Masami MATSUBARA
author_facet Shozo KAWAMURA
Sho MIYAGI
Tomohiko ISE
Masami MATSUBARA
author_sort Shozo KAWAMURA
title Structural health monitoring of layered structure by strain measurements
title_short Structural health monitoring of layered structure by strain measurements
title_full Structural health monitoring of layered structure by strain measurements
title_fullStr Structural health monitoring of layered structure by strain measurements
title_full_unstemmed Structural health monitoring of layered structure by strain measurements
title_sort structural health monitoring of layered structure by strain measurements
publisher The Japan Society of Mechanical Engineers
publishDate 2019
url https://doaj.org/article/bf7be5bd79bd4725b5f42ffc39f3c6ae
work_keys_str_mv AT shozokawamura structuralhealthmonitoringoflayeredstructurebystrainmeasurements
AT shomiyagi structuralhealthmonitoringoflayeredstructurebystrainmeasurements
AT tomohikoise structuralhealthmonitoringoflayeredstructurebystrainmeasurements
AT masamimatsubara structuralhealthmonitoringoflayeredstructurebystrainmeasurements
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